Tender For Annual Maintainence Of Civil Works For Animal Section Of Pnhz Park And Its Subsidiary Units, Darjeeling-West Bengal

TDR : 56158159

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Darjeeling , West Bengal

Tender Brief : Tender For Annual Maintainence Of Civil Works For Animal Section Of Pnhz Park And Its Subsidiary Units

Document Fees
Refer document

EMD
₹ 138030.0 /-

Tender Value
₹ 69.01 Lakhs /-

Submission Date
09-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	Annual Maintainence of Enclosures at PNHZ Park, Darjeeling and its Subsidiary Units
2	Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. .
3	(a) Depth of excavation not exceeding 1.500 mm.
4	Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
5	Cost of stone boulder 150 mm size delivered ans stacked at site.
6	Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site
7	In Road and Jhora Work
8	M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidential charges such as electricity charges, labour incurance charges etc.(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for Gusset, bracket, cleat, rivets, bolts and nuts may be make by adding
9	(I) For structural members/built up sections of specified sections weighing less than 22.5kg./m.
10	Supplying, fitting , fixing chain link fencing of approved quality with R.C.C. posts, wooden posts or iron posts by means of galvanised 'C' clips to grid of horizontal stands of galvanised high tensile spring stell wire of 12 S.W.G. which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts.).
11	(i) 50 mm. x 50 mm. x 8 g.
12	(ii) 65 mm. x 65 mm.x 8 g.
13	(iii) 75 mm. x 75 mm. x 8 g.
14	(vi) 25 mm.x 25 mm. x 12 g.
15	(vii) 12.5 mm. x 12.5 m. x 12 g.
16	(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
17	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
18	(b) On steel or other metal surface:
19	(1) With super gloss (hi-gloss).
20	(iv) Two coats (with any shade except white).
21	(b) Priming one coat on timber or plastered surface with synthetic enamel oil bound primer of approved quality including smoothening surfaces by sand papering etc.
22	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
23	(a) On timber or plastered surface: .
24	(1) With super gloss (hi-gloss).
25	(iv) Two coats (with any shade except white).
26	Earth work in filling in compound , tank , low land, ditches etc. with good earth in layers not exceeding 150 mm.including breaking clods and consolidating the same by ramming and dressing complete.(payment will be made on profile measurement before and after the work).
27	(b) (i) With carried eath arranged by the contracor with in a radius of 3 km. including cost of carried earth.
28	Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface].
29	(i) with 1:6 cement mortar.
30	(a) 25 mm. thick plaster.
31	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
32	Plum Concrete work with 40 % Cement Concrete with 30 mm down graded stone metal and 60% stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
33	(i) (1:3:6) proportion.
34	(I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor.
35	(B) With N.B variety stone metal.
36	(a) 1:3:6 proportion.
37	Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes.
38	(b) River bazree.
39	Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes.
40	(ii) River bazree.
41	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction.
42	(a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel.
43	SAIL/ TATA/RINL
44	Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).
45	(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. .
46	Strong bamboo posts, posts plates, refters, ties etc. fitted and fixed complete with coir rope or nails as directed.(Embedded portion of posts shall also be paid for against this item cost of digging hole and repacking being paid for separately) :.
47	(a) 75 mm dia bamboo.
48	(b) 100 mm dia bamboo.
49	Strong bamboo frame work (for thatched roofing ) with 75 mm. dia full bamboo rafters spaced at 350 mm. centres and tied with transverse bracing at 380 mm. spacing (each bracing consisting of a pair of quarter bamboo, one at top and the other at the bottom of the fafters) fitted and fixed in position complete.
50	Diagonally woven crushed bamboo mat including durma mat lining and both longitudinal and transverse intermediate stiffners (about 300 mm. centre each way) and tied with 18 B.W.G. galvanised wire fitted and fixed in position complete but excluding cost of supporting frame work.
51	(a) In wall fencing etc.
52	(b) In ceiling.
53	Mud lipping with of cowdung mixture and earth mixture (1:4).
54	(a) In walls or floors.
55	(b) In ceilings.
56	Clearing compound premises of shurbs, plants, jungles etc.by cutting and removing as directed (Specific permission ofEngineer-in-Charge prior to execution will be necessary).(Payment to be made on area cleared)
57	Uprooting and removing plants from the surface of walls parapet etc. and making good damages.Repairing of damages to be paid separately.
58	(a) Small plant of girth of exposed stem upto 75 mm. lift upto 6 mtr.
59	(b) Medium size plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto 6 mtr.
60	© (Large plant of girth of exposed stem above 150 mm. but not exceeding 225 mm. lift upto 6 mtr.
61	Carpenter (Head)
62	Welder
63	Annual Maintainence of Night Shelters at PNHZ Park, Darjeeling and its Subsidiary Units
64	Dismantling all type of masonry excepting cement concrete plain of reinforced stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m..
65	(a) In ground floor including roof.
66	Dismantling all type of plain cement concrete works, stacking serviceable materrials at site and removing rubbish as directed with in a lead of 75 m In ground floor including roof.
67	(a) upto 150 mm. thick.
68	(b) above 150 mm. thick.
69	M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidential charges such as electricity charges, labour incurance charges etc.(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for Gusset, bracket, cleat, rivets, bolts and nuts may be make by adding
70	(I) For structural members/built up sections of specified sections weighing less than 22.5kg./m.
71	(a) M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows ,railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @1% for each addl. floor up to 4th floor and @1.25% for each addl. floor above 4th floor).
72	(i) Grill weighing above 10 kg./sq.m.and up to 16kg/sq.m.
73	(ii) Grill weighing above 16 kg./sq.m.and above .
74	Supplying 1.5 mm. thick M.S. sheet fitted and fixed on one or both faces of M.S./W.I. gate etc. with point welding at not more than 150 mm. apart complete in all respect as per design including cost of all labour and materials.
75	Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987;(A) clear, toughened glass conforming to IS:2553-1992 (part-II)
76	(ii) 8mm thick
77	(iii) 10mm thick
78	Supplying, fitting , fixing chain link fencing of approved quality with R.C.C. posts, wooden posts or iron posts by means of galvanised 'C' clips to grid of horizontal stands of galvanised high tensile spring stell wire of 12 S.W.G. which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts.).
79	(i) 50 mm. x 50 mm. x 8 g.
80	(ii) 65 mm. x 65 mm.x 8 g.
81	(iii) 75 mm. x 75 mm. x 8 g.
82	(vi) 25 mm.x 25 mm. x 12 g.
83	(vii) 12.5 mm. x 12.5 m. x 12 g.
84	Removing old scales, blisters etc. of interior surface of walls, ceiling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary). To make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge).
85	Removing old paint from blistered painted surface of steel or other metal by chipping including scraping and cleaning and exposing the original surface.
86	(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
87	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
88	(b) On steel or other metal surface:
89	(1) With super gloss (hi-gloss).
90	(iv) Two coats (with any shade except white).
91	(b) Priming one coat on timber or plastered surface with synthetic enamel oil bound primer of approved quality including smoothening surfaces by sand papering etc.
92	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
93	(a) On timber or plastered surface: .
94	(1) With super gloss (hi-gloss).
95	(iv) Two coats (with any shade except white).
96	White washing including cleaning and smoothening surface thoroughly :All floors:.
97	(b) Two coats (to be done on specific instruction.).
98	Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly:.
99	(i) Internal surface (all floors).
100	(a) One coat of colour wash.
101	(i) Other than yellow, pink.
102	Supplying & laying 3mm thick pre-fabricated plastomericwater proofing membrane conforming to EN 12311-1 &ASTMD 5147, manufactured with atactic poly propylene(APP) modified premium grade asphalt , specially reinforcedwith non-woven polyester core with polyester reinforcement@160 gms per sqm & both faces covered with thermo-fusiblepolyethylene film /MineraL on top face over a coat of primer@ 0.40 lit/sqm of manufacturer's specification onsmooth,clean dry surface prepared wherever required.Lapjoint shall be provided of 75 mm in longitudinal & 100 mm intransverse direction and fused using LPG/ Propane torchemploying extra care ensuring full bondage, completeremoval of entrapped air and sealing edges into grooves inappropriate manner as per direction of Engineer -in-chargeall complete including materials,labour and applicabletaxes. (Payment shall be made on the basis of finishedsurface area.).Membrane Property: Softening Point > 150 deg C, ColdFle
103	Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface].
104	(i) with 1:6 cement mortar.
105	(a) 25 mm. thick plaster.
106	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
107	18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (Avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching of stone shade, including grinding and polishing as per direction of Engineer-in-charge to match with the existing work.[slurry for bidding @ 4.4kg/sq.m and pointing @ 2.0 kg/sq.m].
108	(I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor.
109	(B) With N.B variety stone metal.
110	(a) 1:3:6 proportion.
111	Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes.
112	(b) River bazree.
113	Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes.
114	(ii) River bazree.
115	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction.
116	(a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel.
117	SAIL/ TATA/RINL
118	Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).
119	(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. .
120	Carpenter (Head)
121	Welder
122	Supplying,Fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.
123	(B) Wall With Sand Cement Mortar(1:3)15mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m. & joint filling using white cement slurry @0.20kg/Sq.m.
124	(a) Area of each tile upto 0.09Sq.m.
125	(ii) Other than Coloured decorative including white.
126	Wood work in upper rails of railing , hand rail of staircase balcony etc. including necessary bend, moulding fitted and fixed complete ( for purpose of payment section will be measured in the square).
127	( c) sishu, gamar, champ, Badam, Bhola, Morga, hallak.
128	Renewing W.I. or M.S. wheel or roller of steel door or gate fitted and fixed with necessary clamps and nuts and bolts and erected complete.
129	(i) Above 50 mm.
130	Easing and oiling W.I. Gate or G.I. Gate.
131	Galvanized plain sheet works (excluding supporting frame work) fitted and fixed with 6 mm.dia J or L hook-bolts and nuts .sheet-bolts.limpet and bitumen washers and putty with 150 mm. end lap & 50 mm. minimum side lap complete.
132	(b) In wall : with 0.63 mm.sheets.
133	Annual Maintainence and Fabrication of Transportation Cage, Squeeze and other Cages
134	M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidential charges such as electricity charges, labour incurance charges etc.(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for Gusset, bracket, cleat, rivets, bolts and nuts may be make by adding
135	(I) For structural members/built up sections of specified sections weighing less than 22.5kg./m.
136	(a) M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows ,railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @1% for each addl. floor up to 4th floor and @1.25% for each addl. floor above 4th floor).
137	(i) Grill weighing above 10 kg./sq.m.and up to 16kg/sq.m.
138	(ii) Grill weighing above 16 kg./sq.m.and above .
139	Supplying 1.5 mm. thick M.S. sheet fitted and fixed on one or both faces of M.S./W.I. gate etc. with point welding at not more than 150 mm. apart complete in all respect as per design including cost of all labour and materials.
140	Removing old paint from blistered painted surface of steel or other metal by chipping including scraping and cleaning and exposing the original surface.
141	(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
142	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
143	(b) On steel or other metal surface:
144	(1) With super gloss (hi-gloss).
145	(iv) Two coats (with any shade except white).
146	(b) Priming one coat on timber or plastered surface with synthetic enamel oil bound primer of approved quality including smoothening surfaces by sand papering etc.
147	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
148	(a) On timber or plastered surface: .
149	(1) With super gloss (hi-gloss).
150	(iv) Two coats (with any shade except white).
151	Carpenter (Head)
152	Welder
153	Plain and finished timber planks in partition, shelves etc. fitted and fixed complete as per design (butt joints) in ground floor.
154	(i) 12 mm. thick planks.
155	(b) Sishu.champ,badam, gamar,bhola,mogra,hallak.
156	Supplying, fitting and fixing boiling water proof ply conforming to IS: 710-1977 bonded with phenol formaldehyde sythetic resin conforming to IS: 848-1974 of approved make and brand fitted and fixed as per designn as per approval and direction of Engineer-In-Charge.[ excluding the cost of supporting frame work and teak wood batten/ipping ]in ground floor.
157	(i) 4 mm.
158	(ii) 6 mm.
159	(iii) 9 mm.
160	(iv)12 mm.
161	(v) 16 mm.
162	(vi) 19 mm.
163	Wood work in upper rails of railing , hand rail of staircase balcony etc. including necessary bend, moulding fitted and fixed complete ( for purpose of payment section will be measured in the square).
164	( c) sishu, gamar, champ, Badam, Bhola, Morga, hallak.
165	Renewing W.I. or M.S. wheel or roller of steel door or gate fitted and fixed with necessary clamps and nuts and bolts and erected complete.
166	(i) Above 50 mm.
167	Easing and oiling W.I. Gate or G.I. Gate.
168	Galvanized plain sheet works (excluding supporting frame work) fitted and fixed with 6 mm.dia J or L hook-bolts and nuts .sheet-bolts.limpet and bitumen washers and putty with 150 mm. end lap & 50 mm. minimum side lap complete.
169	(b) In wall : with 0.63 mm.sheets.
170	Annual Maintainence of Kraal of Enclosures
171	Dismantling all type of masonry excepting cement concrete plain of reinforced stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m..
172	(a) In ground floor including roof.
173	Dismantling all type of plain cement concrete works, stacking serviceable materrials at site and removing rubbish as directed with in a lead of 75 m In ground floor including roof.
174	(a) upto 150 mm. thick.
175	(b) above 150 mm. thick.
176	Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
177	Cost of stone boulder 150 mm size delivered ans stacked at site.
178	Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site
179	In Road and Jhora Work
180	M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidential charges such as electricity charges, labour incurance charges etc.(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for Gusset, bracket, cleat, rivets, bolts and nuts may be make by adding
181	(I) For structural members/built up sections of specified sections weighing less than 22.5kg./m.
182	(a) M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows ,railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @1% for each addl. floor up to 4th floor and @1.25% for each addl. floor above 4th floor).
183	(i) Grill weighing above 10 kg./sq.m.and up to 16kg/sq.m.
184	(ii) Grill weighing above 16 kg./sq.m.and above .
185	Supplying 1.5 mm. thick M.S. sheet fitted and fixed on one or both faces of M.S./W.I. gate etc. with point welding at not more than 150 mm. apart complete in all respect as per design including cost of all labour and materials.
186	Supplying, fitting , fixing chain link fencing of approved quality with R.C.C. posts, wooden posts or iron posts by means of galvanised 'C' clips to grid of horizontal stands of galvanised high tensile spring stell wire of 12 S.W.G. which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts.).
187	(i) 50 mm. x 50 mm. x 8 g.
188	(ii) 65 mm. x 65 mm.x 8 g.
189	(iii) 75 mm. x 75 mm. x 8 g.
190	(vi) 25 mm.x 25 mm. x 12 g.
191	(vii) 12.5 mm. x 12.5 m. x 12 g.
192	(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
193	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
194	(b) On steel or other metal surface:
195	(1) With super gloss (hi-gloss).
196	(iv) Two coats (with any shade except white).
197	(b) Priming one coat on timber or plastered surface with synthetic enamel oil bound primer of approved quality including smoothening surfaces by sand papering etc.
198	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface , if necessary.
199	(a) On timber or plastered surface: .
200	(1) With super gloss (hi-gloss).
201	(iv) Two coats (with any shade except white).
202	White washing including cleaning and smoothening surface thoroughly :All floors:.
203	(b) Two coats (to be done on specific instruction.).
204	Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly:.
205	(i) Internal surface (all floors).
206	(a) One coat of colour wash.
207	(i) Other than yellow, pink.
208	Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface].
209	(i) with 1:6 cement mortar.
210	(a) 25 mm. thick plaster.
211	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
212	(I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor.
213	(B) With N.B variety stone metal.
214	(a) 1:3:6 proportion.
215	Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes.
216	(b) River bazree.
217	Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes.
218	(ii) River bazree.
219	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction.
220	(a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel.
221	SAIL/ TATA/RINL
222	Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).
223	(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. .
224	Carpenter (Head)
225	Welder Please Enable Macros to View BoQ information

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Tender For Annual Maintainence Of Civil Works For Animal Section Of Pnhz Park And Its Subsidiary Units, Darjeeling-West Bengal

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