Tender For Construction Of Directorate Administrative Building And Staff Quarters At Goa., Goa-Goa

TDR : 56097436

Tender Notice
BOQ

15 Days Left

Goa , Goa

Tender Brief : Tender For Construction Of Directorate Administrative Building And Staff Quarters At Goa.

Document Fees
Refer document

EMD
₹ 5392000.0 /-

Tender Value
₹ 26.96 Crore /-

Submission Date
13-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	Dismantling, decommissioning, demolition, removal, shifting, cleaning and disposal works of the existing building and associated services, complete in all respects as per the direction of the Engineer-in-Charge. The work includes but is not limited to:1. Electrical wiring, lighting fixtures, LAN/EPABX systems, and associated equipment.2. Doors, windows, ventilators, clerestory windows (steel/wood) of all sizes, including chowkhats, architraves, holdfasts, hinges, and attachments.3. Sanitary fixtures (IWC/EWC pans, urinals, flushing cisterns, wash basins) and plumbing pipelines (PVC/CPVC/UPVC), including excavation and refilling of trenches.4. Roofing works (G.S. sheets, asbestos cement sheets) including ridges, hips, valleys, gutters.5. Aluminium/gypsum partitions, fixed glazing, false ceilings.6. Tile works in floors, walls, and roofs.7. Inspection chambers with CI gratings, including refilling of excavated gaps.8. Steel roof trusses and built-up sections, including gusset plates, bolts, nuts, rivets, welding, and dismembering.9. RCC works, stone rubble/laterite masonry, and cement concrete works.10. Bituminous road dismantling.11. Cleaning of septic tanks, sewer lines, and inspection chambers.
2	The cost is inclusive of Recovery and handling of salvage/scrap materials such as steel, wood, aluminium, GS sheets, etc.The work shall be carried out by manual or mechanical means, including cutting, dismembering, stacking of serviceable materials within specified lead, disposal of unserviceable materials/malba from site at approved locations within specified leads, loading/unloading, transportation, scaffolding, safety arrangements, labour, tools & plants, machinery, and all incidental charges required to complete the work satisfactorily.(Notes: Payment shall be made on a lump sum basis for the complete work described above. No extra payment shall be made for incidental works, safety arrangements, scaffolding, or disposal within specified leads. All dismantling/demolition shall be executed with proper safety measures, scaffolding, and protective gear. Unserviceable materials/malba shall be disposed of at approved locations within specified leads. Contractor shall ensure environmental compliance during disposal.)
3	Clearing jungle including uprooting of rank vegetation, grass, brush wood, bushes, shrubs, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared or as directed by Engineer in-charge. The rate is inclusive of supply of all labour, tools & plants etc., complete.
4	Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth etc., complete as directed by Engineer in charge.
5	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. for All kinds of soil etc., Complete as directed by Engineer in charge.
6	Earth work excavation in Ordinary rock by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. The disposed earth to be levelled and neatly dressed.
7	Administrative Building
8	Block- A
9	Block-B
10	Block-C1
11	Block-C2
12	Block-D
13	Block -E
14	Retaining Wall /Site Development /Internal Roads and pathways
15	Providing and laying in position cement concrete of grade 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) in foundation and plinth including laying, compacting, curing with cost of all materials, labour, tools & plants etc. complete as directed by engineer in charge but excluding the cost of centering and shuttering.
16	Administrative Building
17	Block- A
18	Block-B
19	Block-C1
20	Block-C2
21	Block-D
22	Block -E
23	Retaining Wall /Site Development /Internal Roads and pathways
24	Providing and laying in position cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) in foundation and plinth including laying, compacting, curing with cost of all materials, labour, tools & plants etc. complete as directed by engineer in charge but excluding the cost of centering and shuttering.
25	Administrative Building
26	Block- A
27	Block-B
28	Block-C1
29	Block-C2
30	Block-D
31	Block -E
32	Retaining Wall /Site Development /Internal Roads and pathways
33	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete at all heights complete as directed including cost of all materials, labour, tools & plants etc.
34	Administrative Building
35	Block- A
36	Block-B
37	Block-C1
38	Block-C2
39	Block-D
40	Block -E
41	Retaining Wall /Site Development /Internal Roads and pathways
42	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts at all heights complete as directed including cost of all materials, labour, tools & plants etc.
43	Administrative Building
44	Block- A
45	Block-B
46	Block-C1
47	Block-C2
48	Block-D
49	Block -E
50	Retaining Wall /Site Development /Internal Roads and pathways
51	Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. at all heights complete as directed including cost of all materials, labour, tools & plants etc.
52	Administrative Building
53	Retaining Wall /Site Development /Internal Roads and pathways
54	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick at all heights complete as directed including cost of all materials, labour, tools & plants etc.
55	Administrative Building
56	Block- A
57	Block-B
58	Block-C1
59	Block-C2
60	Block-D
61	Block -E
62	Retaining Wall /Site Development /Internal Roads and pathways
63	Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges at all heights complete as directed including cost of all materials, labour, tools & plants etc.
64	Administrative Building
65	Block- A
66	Block-B
67	Block-C1
68	Block-C2
69	Block-D
70	Block -E
71	Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick at all heights complete as directed including cost of all materials, labour, tools & plants etc.
72	Administrative Building
73	Block- A
74	Block-B
75	Block-C1
76	Block-C2
77	Block-D
78	Block -E
79	Site Development -Security cabins, UG Sump, Septic tank
80	Centering and shuttering including strutting, propping etc. and removal of form for Stairs (Excluding landings) except spiral staircase at all heights complete as directed including cost of all materials, labour, tools & plants etc.
81	Administrative Building
82	Block- A
83	Block-B
84	Block-C1
85	Block-C2
86	Block-D
87	Block -E
88	Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ) at all heights complete as directed including cost of all materials, labour, tools & plants etc.
89	Administrative Building
90	Block- A
91	Block-B
92	Block-C1
93	Block-C2
94	Block-D
95	Block -E
96	Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide at all heights complete as directed including cost of all materials, labour, tools & plants etc.
97	Administrative Building
98	Block- A
99	Block-B
100	Block-C1
101	Block-C2
102	Block-D
103	Block -E
104	Site Development
105	Providing and applying pre-constructional anti-termite treatment to the soil using chemical emulsion of Chlorpyriphos 20% EC or Lindane 20% EC emulsifiable concentrate diluted with water to form a 1.0% solution by volume, conforming to IS:6313 (Part–II), including treatment to the bottom and sides of foundation trenches @ 5.0 litres per sqm, refill in contact with foundation @ 7.5 litres per sqm, consolidated plinth filling before laying grade slab @ 5.0 litres per sqm, junction of walls and floors @ 7.5 litres per running metre, and along external perimeter of the building @ 7.5 litres per sqm of vertical surface to a depth of 300 mm; including cost of chemical, labour, tools, equipment, water, and all incidental charges, with application carried out using approved pressure pumps, complete as per specifications and direction of Engineer-in-Charge. Payment shall be made for the plinth area of the building.
106	Administrative Building
107	Block- A
108	Block-B
109	Block-C1
110	Block-C2
111	Block-D
112	Block -E
113	Site Development
114	Steel reinforcement for R.C.C. work with Thermo-Mechanically Treated bars of grade Fe-500 D or more including straightening, cutting, bending, hoisting, placing in position and binding with 18 SWG binding wire all complete for all height as directed including supply of all materials, labour, tools & plants etc.
115	Administrative Building
116	Block- A
117	Block-B
118	Block-C1
119	Block-C2
120	Block-D
121	Block -E
122	Retaining Wall /Site Development /Security cabins
123	Providing and laying in position ready mixed or site batched design mix cement concrete of M25 grade with minimum cement content of 330 kg/cum for reinforced cement concrete; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads and finishing; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge for all works upto plinth level.
124	Administrative Building
125	Block- A
126	Block-B
127	Block-C1
128	Block-C2
129	Block-D
130	Block -E
131	Retaining Wall /Site Development /Security cabins
132	Providing and laying in position ready mixed or site batched design mix cement concrete of M25 grade with minimum cement content of 330 kg/cum for reinforced cement concrete; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads and finishing; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge for all works above plinth level upto floor V level.
133	Administrative Building
134	Block- A
135	Block-B
136	Block-C1
137	Block-C2
138	Block-D
139	Block -E
140	Retaining Wall /Site Development /Security cabins
141	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lifts including vertical lift for spetic tank, underground sump, compound wall retaining wall, foundation of guard room, storm drain etc., cost of levelling, all labours charges, cost of all materials, minor tools & plants etc., complete as directed by the Engineer in charge.
142	Administrative Building
143	Block- A
144	Block-B
145	Block-C1
146	Block-C2
147	Block-D
148	Block -E
149	Retaining Wall /Site Development /Internal Roads and pathways
150	Supplying and filling in plinth with coarse sand derived from natural sources under floors, including watering, ramming, consolidating and dressing complete, including cost of transport, labours, cost of all materials, minor tools & plants etc. complete as directed by Engineer-in-charge.
151	Administrative Building
152	Block- A
153	Block-B
154	Block-C1
155	Block-C2
156	Block-D
157	Block -E
158	Site Development -Security cabins
159	Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 20km also including levelling, ramming and watering of the earth in layers for plinth, sides of foundations, raising of Ground levels of Plot, including cost of transportation, all labours charges, cost of all materials, dewatering, leveling, consolidation, Minor Tools & Plants etc., complete as directed by Engineer-in-charge.
160	Administrative Building
161	Block- A
162	Block-B
163	Block-C1
164	Block-C2
165	Block-D
166	Block -E
167	Site Development
168	Construction of Coursed laterite stone masonry work in foundation and plinth with cement mortar 1:5 (1 cement : 5 coarse sand) with approved quality machine cut Laterite stone of appropriate size as required or as directed including cost of curing and supply of all materials, labour, tools & plants etc., complete as directed by the engineer in charge.
169	Administrative Building
170	Block- A
171	Block-B
172	Block-C1
173	Block-C2
174	Block-D
175	Block -E
176	Site Development
177	Construction of Coursed laterite stone masonry work in superstructure above plinth level and upto floor five level in cement mortar 1:5 (1 cement : 5 coarse sand) with approved quality machine cut Laterite stone of appropriate size as required or as directed including cost of curing and supply of all materials, labour, tools & plants etc., complete as directed by the engineer in charge.
178	Site Development
179	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources), including providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification and cost of all materials, labour, tools & plants etc., complete as directed by Engineer in-charge.
180	Administrative Building
181	Block- A
182	Block-B
183	Block-C1
184	Block-C2
185	Block-D
186	Block -E
187	Site Development
188	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, tools & plants etc., complete as directed by Engineer in-charge.
189	Administrative Building
190	Block- A
191	Block-B
192	Block-C1
193	Block-C2
194	Block-D
195	Block -E
196	Site Development
197	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:3 (1 cement : 3 coarse sand) including providing and placing in position 2 number 6 mm dia M.S. bars at every third course of half brick masonry and cost of all materials, labour, tools & plants etc., complete as directed by Engineer in-charge.
198	Administrative Building
199	Block- A
200	Block-B
201	Block-C1
202	Block-C2
203	Block-D
204	Block -E
205	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
206	Administrative Building
207	Block- A
208	Block-B
209	Block-C1
210	Block-C2
211	Block-D
212	Block -E
213	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) for smooth finishing of the exposed surface of R.C.C. work including cost of supply of all materials, labour, tools and plants etc. complete as directed by Engineer-in-charge.
214	Administrative Building
215	Block- A
216	Block-B
217	Block-C1
218	Block-C2
219	Block-D
220	Block -E
221	Site Development
222	12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) for interior plastering including cost of all materials, labour, tools and plants etc., complete as directed by engineer in charge.
223	Administrative Building
224	Block- A
225	Block-B
226	Block-C1
227	Block-C2
228	Block-D
229	Block -E
230	Site Development
231	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge including supply of all materials, labour, tools and plants etc., complete as directed by the engineer in charge.
232	Administrative Building
233	Block- A
234	Block-B
235	Block-C1
236	Block-C2
237	Block-D
238	Block -E
239	Site Development
240	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, tools and plants etc., complete as directed by the engineer in charge.
241	Administrative Building
242	Block- A
243	Block-B
244	Block-C1
245	Block-C2
246	Block-D
247	Block -E
248	Site Development
249	Applying priming coats with water thinnable cement primer of approved brand and manufacture (Asian/Berger/or equivalent) on wall surface having VOC (Volatile Organic Compound ) content less than 50 grams/litre as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants Scaffolding etc., complete.
250	Administrative Building
251	Block- A
252	Block-B
253	Block-C1
254	Block-C2
255	Block-D
256	Block -E
257	Site Development
258	Two coats of wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture (Asian/Berger/or equivalent), including applying additional coats wherever required to achieve even shade and colour as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, Scaffolding etc., complete.
259	Administrative Building
260	Block- A
261	Block-B
262	Block-C1
263	Block-C2
264	Block-D
265	Block -E
266	Site Development
267	Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives for new work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) at all heights to give an even shade as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, etc., complete.
268	Administrative Building
269	Block- A
270	Block-B
271	Block-C1
272	Block-C2
273	Block-D
274	Block -E
275	Site Development/ Compound wall
276	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
277	Administrative Building
278	Block- A
279	Block-B
280	Block-C1
281	Block-C2
282	Block-D
283	Block -E
284	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.: For vertical surface two coats @ 0.70 kg per sqm per coat
285	Administrative Building
286	Block- A
287	Block -E
288	Site Development/UG Sump/OH Tank/Septic Tank
289	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.: For horizontal surface one coat @1.10 kg per sqm.
290	Administrative Building
291	Block- A
292	Block-B
293	Block-C1
294	Block-C2
295	Block-D
296	Block -E
297	Site Development/UG Sump/OH Tank/Septic Tank
298	Supplying and filling in sunken portion of WCs, bathroom etc., with light weight cinder material including ramming, consolidating, dressing and leveling complete and cost of transport, loading, unloading, labours, all materials, minor tools & plants etc. complete as directed by Engineer-in-charge.
299	Administrative Building
300	Block- A
301	Block-B
302	Block-C1
303	Block-C2
304	Block-D
305	Block -E
306	Providing and laying cement concrete of grade 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, including laying, compacting, curing with cost of all materials, labour, tools & plants etc. complete as directed by engineer in charge but excluding the cost of centering and shuttering and finishing.
307	Administrative Building
308	Block- A
309	Block-B
310	Block-C1
311	Block-C2
312	Block-D
313	Block -E
314	Site Development
315	Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner.
316	Administrative Building
317	Block- A
318	Block-B
319	Block-C1
320	Block-C2
321	Block-D
322	Block -E
323	Site Development
324	Providing and fixing 18 mm thick Granite stone slab of all colour and texture, gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels as per directions of Engineer-in-Charge including cost of all materials, labours, tools & plants etc.
325	Administrative Building
326	Block- A
327	Block-B
328	Block-C1
329	Block-C2
330	Block-D
331	Block -E
332	Site Development
333	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick Polished Granite stone slab of all colour and texture over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge including supply of all materials, labour, tools and plants etc., complete.
334	Administrative Building
335	Block- A
336	Block-B
337	Block-C1
338	Block-C2
339	Block-D
340	Block -E
341	Providing edge moulding to 18 mm thick Granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
342	Administrative Building
343	Block- A
344	Block-B
345	Block-C1
346	Block-C2
347	Block-D
348	Block -E
349	Providing and applying heavy-duty industrial-grade epoxy flooring system (3–5 mm thick) over concrete surface in the generator and LT room, including complete surface preparation by mechanical grinding, application of epoxy-compatible moisture barrier primer, application of one coat Low viscosity epoxy primer, high-build self leveling epoxy base coat, intermediate quartz sand layer for reinforcement and anti-slip finish top coat of UV and chemical-resistant epoxy or polyurethane coating. Making all edge chamfering at wall junctions and cable trenches using cement mortar and epoxy filler; cutting and sealing of expansion joints with PU-based sealant; and including all labor, materials, masking, curing, tools, and consumables – complete in all respects as per manufacturer’s specification and direction of Engineer-in-Charge.
350	Administrative Building
351	Providing and laying in floor Double charge vitrified tile polished finish of size 600x1200 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily as directed by the Engineer-in-Charge including supply of all materials, labour, tools and plants etc., complete.
352	Administrative Building
353	Block- A
354	Block-B
355	Block-C1
356	Block-C2
357	Block-D
358	Block -E
359	Site Development
360	Providing and laying in floor Glazed Vitrified tile Matt/Antiskid finish of size 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily as directed by the Engineer-in-Charge including supply of all materials, labour, tools and plants etc., complete.
361	Administrative Building
362	Block- A
363	Block-B
364	Block-C1
365	Block-C2
366	Block-D
367	Block -E
368	Site Development
369	Providing and laying Vitrified tile of size 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shades, in skirting and Wall cladding work, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. as directed by the Engineer-in-Charge including supply of all materials, labour, tools and plants etc., complete.
370	Administrative Building
371	Block- A
372	Block-B
373	Block-C1
374	Block-C2
375	Block-D
376	Block -E
377	Site Development
378	Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete with cost of all materials, labours, tools and plants etc., complete as directed by the Engineer-in-Charge.
379	Administrative Building
380	Block- A
381	Block-B
382	Block-C1
383	Block-C2
384	Block-D
385	Block -E
386	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
387	Site Development
388	Providing and laying factory made chamfered edge 80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern in footpath, parks, lawns, driveway or light traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge.
389	Site Development
390	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
391	Site Development
392	Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
393	(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified.The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.
394	Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazingsystem Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 170251. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm
395	5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site.6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
396	Administrative Building
397	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
398	Administrative Building
399	Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically sealed 6-12-6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No. 56)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
400	Administrative Building
401	Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge.
402	Administrative Building
403	Steel work welded in built up sections/ framed work using structural steel in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer etc. as required complete and as directed by Engineer in charge.
404	Block- A
405	Block-B
406	Block-C1
407	Block-C2
408	Block-D
409	Block -E
410	Site Development
411	Providing, designing, preparing detailed shop drawings, supplying, fabricating, and installing glass railing system of height 1200 mm as per approved architectural drawings and to the satisfaction of the Engineer-in-Charge, comprising stainless steel top handrail of 65 mm square pipe in Grade 304 with brushed finish, supported on stainless steel anchor brackets securely fixed to the base structure using suitable chemical anchors or mechanical fasteners, including intermediate vertical stainless steel baluster supports at 1 meter c/c in Grade 304, minimum 38 mm diameter or as approved, spaced as per structural requirements to support glass panels; railing infill to consist of 12 mm thick tinted laminated toughened glass panels of approved brand and manufacturer (6 mm + 6 mm with interlayer), polished on all edges, factory-cut and drilled to suit fixing requirements, mounted using approved extruded aluminum U-channel/base shoe system with stainless steel cover profiles, EPDM gaskets, clamps, section grip components, and all necessary accessories as per manufacturer’s specifications; including welding, grinding, buffing, polishing and making curvature (wherever required) of stainless steel handrail and fixing the handrail either on top of the floor or on the side of waist slab as per site requirement; also including preparation and submission of fabrication and installation drawings for approval, all complete as per direction of Engineer-in-Charge; the rate to be inclusive of all materials, hardware, fabrication, transportation, handling, loading and unloading, scaffolding, site preparation, installation, alignment, finishing, protection of finished surfaces, and all labour, tools, plants, and equipment required to complete the work in all respects.
412	Administrative Building
413	Block- A
414	Block-B
415	Block-C1
416	Block-C2
417	Block-D
418	Block -E
419	Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
420	Administrative Building
421	Providing and fixing M.S. grills to openings /wooden frames with rawl plugs screws etc. in required pattern for frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer and cost of all materials, labour, tools & plants etc., all complete as directed by Engineer in-charge.
422	Administrative Building
423	Block- A
424	Block-B
425	Block-C1
426	Block-C2
427	Block-D
428	Block -E
429	Finishing with Epoxy paint (two or more coats) on steel work at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface and cost of all materials, labour, tools & plants etc., all complete as directed by Engineer in-charge.
430	Administrative Building
431	Block- A
432	Block-B
433	Block-C1
434	Block-C2
435	Block-D
436	Block -E
437	Site Development
438	Providing wood work with Second class teak wood in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length including cost of all materials, labour, tools and plants etc., complete as per direction of Engineer-in-charge. (Hold fast lugs or dash fasteners shall be paid for separately).
439	Administrative Building
440	Block- A
441	Block-B
442	Block-C1
443	Block-C2
444	Block-D
445	Block -E
446	Providing and fixing 35 mm thick shutters in Second class teak wood, panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with bright finished brass butt hinges of required size with necessary screws, including panelling all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)
447	Administrative Building
448	Block- A
449	Block-B
450	Block-C1
451	Block-C2
452	Block-D
453	Block -E
454	Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.)The rate is inclusive of cost of all materials, labour, tools & plants etc., complete as directed.
455	Administrative Building
456	Block- A
457	Block-B
458	Block-C1
459	Block-C2
460	Block-D
461	Block -E
462	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat of frame size 65 x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).
463	Administrative Building
464	Block- A
465	Block-B
466	Block-C1
467	Block-C2
468	Block-D
469	Block -E
470	Site Development -Security cabins
471	Providing and fixing 35 mm thick factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with brass butt hinges of required size with necessary full body threaded star headed counter sunk CP brass screws, all as per direction of Engineer-In- Charge. (Note: Brass butt hinges and necessary CP brass screws shall be paid separately)
472	Administrative Building
473	Block- A
474	Block-B
475	Block-C1
476	Block-C2
477	Block-D
478	Block -E
479	Site Development -Security cabins
480	Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
481	Administrative Building
482	Block- A
483	Block-B
484	Block-C1
485	Block-C2
486	Block-D
487	Block -E
488	Site Development -Security cabins
489	Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).
490	Administrative Building
491	Block- A
492	Block-B
493	Block-C1
494	Block-C2
495	Block-D
496	Block -E
497	Site Development
498	Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Fixed window / ventilator with mullion / transom using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above).
499	Administrative Building
500	Block- A

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