Tender For Package I Construction Of Civil Works On Item Rate For Tato I Hydro Electric Project, Arunachal Pradesh, Comprising Of Headworks And Allied Works, Head Race Channel, Head Race Pipe, Intake, Headrace Tunnel, Surge Shaft, Pressure Shaft, Val, Kurung Kumey-Arunachal Pradesh

TDR : 45935337

Tender Notice
Corrigendum Details
BOQ

Expired

Kurung Kumey , Arunachal Pradesh

Tender Brief : Corrigendum : Tender For Package I Construction Of Civil Works On Item Rate For Tato I Hydro Electric Project, Arunachal Pradesh, Comprising Of Headworks And Allied Works, Head Race Channel, Head Race Pipe, Intake, Headrace Tunnel, Surge Shaft, Pressure Shaft, Val

Document Fees
₹ 59000 /-

EMD
₹ 54984648.0 /-

Tender Value
₹ 549.84 Crore /-

Submission Date
24-02-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	21-02-2025	Clarification No. 5	Other	24-02-2025
2	17-02-2025	Corrigendum No. 10	Date	24-02-2025
3	10-02-2025	CorrigendumNo.9	Technical Bid	17-02-2025
4	06-02-2025	CorrigendumNo.8	Date	17-02-2025
5	05-02-2025	Pre Bid Clarifications No. 4 Dtd. 05.02.2025	Other	10-02-2025
6	03-02-2025	Pre Bid Meeting Notice No. 2 Meeting Link	Other	10-02-2025
7	01-02-2025	Pre Bid Meeting Notice No. 2	Other	10-02-2025
8	01-02-2025	Corrigendum No. 7 Dtd. 01.02.2025	Technical Bid	10-02-2025
9	28-01-2025	Corrigendum No. 06	Date	10-02-2025
10	23-01-2025	Corrigendum No 5 Dtd 23.01.2025	Technical Bid	03-02-2025
11	22-01-2025	CorrigendumNo4	Date	03-02-2025
12	13-01-2025	CorrigendumNo3	Date	24-01-2025
13	31-12-2024	Pre Bid Meeting Notice	Other	16-01-2025
14	24-12-2024	Pre-bid Clarifications No. 1 Dated 24.12.2024	Other	16-01-2025
15	11-12-2024	Corrigendum No.2	Date	16-01-2025
16	06-11-2024	Corrigendum No.1	Technical Bid	12-12-2024

Name of Work: Package-I: Construction of Civil Works on Item Rate for Tato-I Hydro Electric Project, Arunachal Pradesh, comprising of Headworks & allied works, Head Race Channel, Head race Pipe, Intake, Headrace tunnel, Surge shaft, Pressure shaft, Valve house, Power house & allied works and Infrastructure works.

Sl. No.	Item Description
1	CONTROL OF WATER, CONSTRUCTION DRAINAGE AND DEWATERING
2	Control of water, dewatering of surface/underground construction sites including all construction works, labor, plants and materials necessary to keep the construction sites free of water during the contract period. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.
3	Dewatering of surface construction sites
4	Dewatering of underground construction sites
5	SURFACE EXCAVATION AND BACKFILL
6	Surface excavation including loading, transport, all lift and lead up to 3.0 km from the excavation area/working site, unloading at disposal sites or stockpiles and maintenance of the disposal sites or stockpiles. Construction of required haul roads and its maintenance. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.
7	Weir, Channel intake, approach channel, head race channel, escape channel, Head Race pipe, Powe Intake & River Diversion Works and permanent roads
8	Clearing of excavation areas, disposal areas and stockpiles
9	Excavation in soil including stripping of top soil
10	Excavation in soft and disintegrated rock
11	Excavation in hard rock
12	a) Drilling and blasting
13	b) Line-drilling
14	Cost of Haulage excluding loading & unloading of excavated materialsKatcha Track beyond initial lead of 3.00km
15	WCS including HRT,ADITS,HPT, Surge Shaft and Valve House.
16	Clearing of excavation areas, disposal areas and stockpiles
17	Excavation in soil including stripping of top soil
18	Excavation in soft and disintegrated rock
19	Excavation in hard rock
20	a) Drilling and blasting
21	b) Line-drilling
22	Haulage excluding loading & unloading of excavated materialsKatcha Track beyond initial lead of 3.00km
23	Power House & Tail Race System
24	Clearing of excavation areas, disposal areas and stockpiles
25	Excavation in soil including stripping of top soil
26	Excavation in soft and disintegrated rock
27	Excavation in hard rock
28	a) Drilling and blasting
29	b) Line-drilling
30	Cost of Haulage excluding loading & unloading of excavated materialsKatcha Track beyond initial lead of 3.00km
31	Backfilling
32	Random backfill
33	Selected backfill
34	Sand-gravel backfill
35	Construction of embankment using available excavated muck including all handling, lead , lift and compaction complete for river diversion and other area.
36	UNDERGROUND EXCAVATION
37	Underground excavation of Head Race Tunnel, Power Tunnel and Construction Adit including excavation by drill and blast, mechanical, manual or conventional methods; including all survey and setting-out, all lifts, transportationand unloading at disposal sites upto 3.0 km from the nearest portal and including maintenance of the disposal sites or stockpiles. Construction of required haul roads and its maintenance. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.
38	Head Race Tunnel & Construction Adits
39	a) Excavation in class 2
40	b) Excavation in class 3
41	c) Excavation in class 4A & 4B
42	d) Excavation in class 5
43	e) Excavation in class 6
44	Pressure Tunnel excluding the Vertical Shaft Portion
45	a) Excavation in class 2
46	b) Excavation in class 3
47	c) Excavation in class 4A &4B
48	d) Excavation in class 5
49	e) Excavation in class 6
50	Vertical Shaft Portion of the Pressure Tunnel
51	a) Excavation in all Classes
52	Surge Shaft
53	a) Excavation in all Classes
54	Loading, transport including all lift and lead and unloading of accepted geological overbreakupto 3.0 km from the nearest portal
55	a) Head Race Tunnel, construction Adits and pressure tunnel
56	b) Vertical Shaft Portion of the Pressure tunnel and surge shaft
57	Haulage excluding loading & unloading of excavated materialsKatcha Track beyond initial lead of 3.00km
58	ROCK SUPPORT
59	Rock support for underground excavation of Head Race Tunnel, Surge shaft, vertical shaft, Adits & Pressure Tunnel including all plants, materials and labour. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge.
60	Shotcrete GradeM25
61	a) Without Steel Fibre Reinforcement
62	b) With Steel Fibre Reinforcement
63	Precast R.C.C. laggings
64	Resin/cement based capsule grouted rock bolts
65	a) 25mm dia
66	a) 32mm dia
67	Steel rib
68	Forepoling, grouted anchor bars
69	Pipe Rooing:
70	Lattice girder, steel canopy
71	Welded Wire Mesh
72	SLOPE PROTECTION
73	Slope protection in surface excavation including all plants, materials and labour. Complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge
74	Rip-Rap
75	Bedding
76	Rip-Rap
77	Rock Paving
78	Dry rock paving
79	Rock paving in mortar
80	Boulder Protection /launching apron
81	Gabions
82	Masonary Walls for slope protection, water control barrier, etc.
83	cement/ cement sand grouted rock support
84	32mm dia rock bolt
85	25mmdia rock bolt
86	Self drilling anchor 32mm dia.
87	Shotcrete Grade M25
88	Without Steel Fibre Reinforcement
89	Steel wire mesh
90	Welded Wire Mesh
91	Chain link wire mesh
92	Grouted anchor bar
93	25mm dia
94	32mm dia
95	Pre stressed cable Anchor
96	Supply and installation of pre stressed Tendons of High tensile strands of nominal sizes upto 15.2mm dia. in Rock Anchors with Anchor Guide, Spacer, Centraliser, Sheathing, grout pipe, Anchor Block, Bearing Plate, Grip wedge and Anchor cap complete with corrosion protection including stressing and all types of tests as per the Technical specification and dirction of the Engineer-in-Charge.
97	Drilling
98	a) 99mm dia hole
99	b) Re-drilling 99mm dia hole
100	Grouting
101	PVC pipes conforming to IS 4985:2000in Free length part of Cable Anchors
102	90 mm outer dia., 6 kg/sqcm & class 3
103	Medium duty GI pipes conforming to IS 1239-2005 in Free length part of Cable Anchors
104	a) 80mm Nominal Bore
105	b) 100mm Nominal Bore
106	Extra for core recovery
107	Providing and Laying of Topsoil & seeding including all transportation and handling
108	Landscaping including plantation. Maintenance etc complete.
109	Laying of Geotextile for erosion protection
110	CONCRETE
111	Complete in all respect with all plants, materials, labour, all lead and lift etc. as per technical specification, drawings and as directed by Engineer-in-Charge.
112	Plain/reinforced cement concrete in Weir, channel intake and Approach channel , River diversion, HRC & escape channel excluding formwork
113	M10A150
114	M10A40
115	M15A40
116	M20A40
117	M20A20
118	M25A20
119	Concrete block for launching apron (M 15A40)
120	High Performance Concrete
121	M40A20
122	Second stage concrete in blockout including formwork
123	M30A20
124	Reinforced cement concrete M25 in HRP including inner formwork
125	Plain/ RCC concrete in Underground structure including formwork
126	Head Race Tunnel, Pressure Tunnel excluding vertical shaft portion, Construction Adits
127	a) Backfilling upto pay line/ behind steel liner with M20A20 concrete
128	b) Backfilling upto Pay Line with M25A20 Concrete
129	c) Concrete lining with M25A20 Concrete
130	Surge shaft
131	a) Backfill up to payline with M20 Concrete
132	b) Concrete lining grade M25
133	Vertical shaft portion of HPT
134	a) Backfilling upto Pay Line with M20 Concrete
135	b) Backfill behind steel liner with M20 Concrete
136	Backfilling accepted Geological overbreak including required formwork
137	Backfilling with M15 concrete for Head Race Tunnel, Adits & Pressure Tunnel
138	Backfilling with M15 concrete for Surge shaft & Vertical Shaft portion of Pressure Tunnel
139	Plugging of Adits with M20 concrete
140	Plain/ RCC Concrete in Overground structure in WCS - Intake, Adit portals, Anchor block, Surge shaft, vertical shaftetc, excluding formwork
141	M20A20
142	M25A40
143	M25A20
144	M10A40
145	Plain/ RCC Concrete in Power House, Tail raceand valve house excluding formwork
146	M10A150
147	M10A40
148	M-15A40
149	M25A20
150	M20A40
151	M20A20
152	Concrete Block M10
153	Second stage Concrete in blockout including formwork
154	M-30A20
155	FORMWORK
156	Formwork for cast-in-situ concrete works, complete in all respect with all plants, materials, labour, all lead and lift etc. complete in all respect as per technical specification, drawings and as directed by Engineer-in-Charge. For all formed surfaces where the formwork is not included in the payment of concrete.
157	F1 Surface finish
158	F2 Surface finish
159	F3 Surface finish
160	F1C Surface finish
161	F2C Surface finish
162	F3C Surface finish
163	STEEL FOR REINFORCEMENT
164	High yield strength deformed reinforcement bar/ wire of Fe500 grade complete in all respect with all plants, materials, labour, all lead and lift etc. as per technical specification, drawings and as directed by Engineer-in-Charge.
165	Weir & channel intake, approach channel, escape channel,Heard race power channel, power Intake, River diversion and permanent roads
166	HRT,Construction Adits, Surge shaft, vertical shaft & pressure tunnel
167	Power House & Tail Race and valve house
168	JOINTS AND SEALANTS
169	Complete in all respect with all plants, materials, labour, all lead and lift etc.as per technical specification, drawings and as directed by Engineer-in-Charge.
170	PVC Waterstops 300 mm
171	PVC Waterstops 230 mm
172	Pre-moulded joint filler in expansion joints - 25mm thick
173	Polysulphide jointsealant including surface preparation
174	DRILLING
175	Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
176	Percussion drilling
177	Weir & Intake/Power House
178	a) Drill holes up to ø 48 mm, length < 10 m
179	b) Drill holes up to ø 48 mm, length 10 - 30 m
180	c) Drill holes up to ø 76 mm, length upto 30m
181	Head Race Tunnel / Pressure Tunnel/Surge Shaft/Vertical shaft/Construction Adit
182	a) Drill holes up to ø 48 mm, length < 10 m
183	b) Drill holes up to ø 48 mm, length 10 - 30 m
184	Rotary drilling
185	Weir & Intake
186	a) Drill holes up to ø 76/80 mm, length < 30 m
187	b) Drill holes up to ø 99 mm, length < 30 m
188	Head Race Tunnel / Pressure Tunnel/Surge Shaft/Construction Adit/Power House
189	a) Drill holes up to ø 76/80 mm, length < 30 m
190	b) Drill holes up to ø 99 mm, length < 30 m
191	Extra for core recovery
192	Installation of pipes
193	Supply and installation of PVC pipes (plain or slotted) in drilled holes including fittings and accessories
194	32mm dia
195	65mm dia
196	GROUTING & WATER PRESSURE TEST
197	Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
198	Head Race Tunnel /Pressure Tunnel/Surge Shaft/Construction Adit
199	Contact grouting
200	Sand to be used in sand-cement grouting
201	Consolidation grouting
202	Pre grouting with cement
203	Pre-grouting with Micro-fine Cement
204	Weir & Intake/ River diversion
205	Contact/ fill/ permeation grouting
206	Curtain grouting
207	Consolidation grouting
208	Sand to be used in sand-cement grouting
209	Water pressure test
210	Simple water pressure tests
211	Comprehensive water pressure tests
212	INSTRUMENTATION AND MONITORING
213	Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
214	Stress meter in Tunnel etc.
215	Load Cell for rock bolt and anchor
216	Load Cell for steel support
217	Extra cable length
218	Portable readout units
219	Tape extensometer station
220	Optical convergence measurement station
221	Inclinometer
222	Automatic Water Level Meter with Radar tyoe sensor
223	Automatic weather station
224	Strong Motion Accelerograph, complete
225	METALWORKS
226	Supply, fitting and fixing of metal works in all structures. Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
227	Black steel pipe of 75mm dia
228	Miscellaneous fabricated minor steel structures like handrailing, ladder, cable tray etc.
229	Water tight steel cover with support frame
230	Steel gratings
231	Steel chequered plates excluding frame
232	Rail (90R section)
233	Providing & fixing Bolts including Nuts & washer Plates, etc. complete in all respect (if not supplied by E/M or H/M Contractor)
234	Erection/installation of Metal Works supplied by others
235	BUILDING AND ARCHITECTURAL WORKS
236	Power House main and auxiliary buildings, valve house, Weir control room etcComplete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
237	Masonary Work and backfill
238	a) 230mm thick Brick Wall in cement mortar with 1st class brickin Proportion 1:4 (1 Cement: 4 Sand)
239	b) 112 mm thick 1st Class Brick Nogged WallIn cement mortar in proportion 1:4 (1 cement: 4 sand)
240	c) Random Rubble Stone masonryin cement mortar in proportion1:6(1 cement: 6 coarse sand)
241	d) Course rubble Stone masonry (first sort) in cement mortar in proportion1:6 (1 cement: 6 coarse sand)
242	e) Course rubbleStonemasonry (second sort) in cement mortar in proportion1:6 (1 cement: 6 coarse sand)
243	f) Compacted Backfill with selected materials
244	g) Gravel Fill
245	Cement Plaster using Fine Sand in single coat including rises or rounded angles not exceeding 80mmgirth and finished even and amooth including curing complete as per technical specification and as directed by the Engineer-in-Charge
246	a) 12 mm Thick Cement Plaster of Mix 1:4 (1 Cement: 4 Fine Sand)
247	b) 15 mm Thick Cement plaster on the rough side of single or half brick wall of mix 1:4 (1 Cement: 4 Fine Sand)
248	c) 6mm Thick Plaster of Mix 1:3 (1 Cement: 3 Fine Sand)
249	15 mm Thick Cement Plaster finished with a floating coat of neat cement of mix: 1:3 (1 Cement : 3 Fine Sand)
250	Providing and laying 25mm thick Damp Proof Course with cement concrete in prop 1:1.5:3 with graded stone aggregate of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing, etc. complete in all respect as per the technical specifiucation and as directed by the Engineer-in-Charge
251	Floor and wall finish
252	Concrete Pavement & floor
253	a) Providing and fixing 80 mm thick interlocking pre-cast blocks (of required shape and size) of cement concrete design mix M 35 (minimum cement @ 425 kg per Cum) smooth finish on top over 50 mm sand filling
254	b) Providing & laying 65mm thick CC Floor with metallic concrete hardner topping under layer of 50mm thick cement concrete 1:2:4 (1 Cement:Coarse Sand: 4 Coarse Aggregate of 20mm & down) and top layer of 15mm thick of metallic cement hardner consisting of mix 1:2 (1 cement hardner mix: 2 stone aggregate 6mm and down) by volume with which metallic hardening compound of approved quality is mixed in the ratio of 4:1 (4 parts of cement: 1 part of metallic floor hardening compound of approved quality by weight) including finishing with curing complete as directed
255	Vitrified Tiles
256	a) On Floor:Providing Vitrified Floor Tiles of approved quality of specified size, shape and thickness not less than 18mm on floors over 15mm thick base of cement mortar in prop 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-A-Tile/ White Cement Slurry mixed with approved pigment to match the shade of the tiles, complete at all levels as psecified in the technical specification and as directed by the Engineer-in-ChargeDeluxe Range:Of Size 1200mm x 1600mm and above
257	b) On Skirting:Providing Vitrified Floor Tiles of approved quality of specified size, shape and thickness not less than 18mm on skirting over 15mm thick base of cement mortar in prop 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-A-Tile/ White Cement Slurry mixed with approved pigment to match the shade of the tiles, complete at all levels as psecified in the technical specification and as directed by the Engineer-in-ChargeDeluxe Range:Of Size 1200mm x 1600mm and above
258	Epoxy Flooring:Providing and applying normal setting, self levelling epoxy modified cementitious floor topping Sikafloor 81 EpoCem of Sika (India) Ltd. using trowel followed by applying self smoothing epoxy floor coating Sikafloor 261(S) of Sika (India) Ltd./ Dr. Sealkit EPU Floor Self L (Asian Chemicals)/ MASTERTOP 542 ECC of BASF using serrated trowel and rolled with a spiked nylon roller after proper surface preparation and application of a priming coat of Sikafloor 80 Primer as specified and directed by the Engineer-in-Charge
259	Anti-Skid Tiles
260	a) On Floor:Providing Anti Skid Tiles of approved quality size, shape and thickness not less than 8mm on floor over a cement mortar bed of 15mm thick in prop 1:3 (1 cement: 3 coarse sand) approved make fix with Fix-a_Tile/ White Cementcomplete at all level as specified in the technical specification and as directed by the Engineer-in-ChargeVitrified:Executive Range- 2 (Size 600mm x 600mm and above)
261	b) On Skirting:Providing Anti Skid Tiles of approved quality size, shape and thickness not less than 8mm on floor over a cement mortar bed of 15mm thick in prop 1:3 (1 cement: 3 coarse sand) approved make fix with Fix-a_Tile/ White Cementcomplete at all level as specified in the technical specification and as directed by the Engineer-in-ChargeVitrified:Executive Range- 2 (Size 600mm x 600mm and above)
262	Ceramic TilesOn Walls:Providing polished Ceramic Wall Tiles of approved quality, size, shape and thickness not less than 8mm on walls and skirtings over cement mortar bed 10mm thick in prop. 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-a-Tile/ White Cement Slurry mixed with approved pigment to match the shade of tiles complete as all levels as specified in the technical specification and as directed by the Engineer-in-ChargeDeluxe Range:Of Size 300mm x 450mm and above
263	Granite Flooring:Providing Polished Granite Tiles of approved quality, size shape and thickness not less than 18mm on floors, skirtings, risers and treads of steps over 15mm thick base of cement mortar in prop 1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with Fix-a-Tile/ White Cement Slurry mixed with approved pigment to match the shade of tiles complete at all levels as specified in teh technical specification and as directed by the Engineer-in-Charge
264	With Fix-a-Tile
265	Polished Granite Skirting of approved size, quality, shapeand thickness not less than 20mm unless otherwise specified, laid in 1 part Cement and 3 part Coarse Sand mix; complete in all respect
266	Chequered precast cement concrete tiles 22mm thick jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning, etc. on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand):Medium shade pigment using 50% white cement & 50% grey cement
267	Acid/ Alkali resistant Tiles:Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resistant mortar bedding and joints filled with acid and/or alkali resistant cement as per IS: 4457, complete as per the direction of the Engineer-in-Charge
268	a) In flooring on a bed of 10mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand)
269	b) In dado/ Skirting on 12mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand)
270	Kota Stone Flooring
271	a) Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand):25mm thick
272	b) Kota Stone slabs 20mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete
273	Dividing stripes, 4mm thick and average 40/35 mm wide in flooring work as per specifications
274	a) Providing 40mm wide & 4mm thick glass strips in joints
275	b) Aluminium Stripes
276	Doors & Fixtures
277	Providing and fixing 1mm thick MS Sheet door with frame of 40x40x6mm angle iron and 3mm MS Gusset Plates at the junctions and corners, all necessary fittings complete including applying a priming coat of approved steel primer including anodised fittings 4 nos MS butt hinges 75x60x3.15mm, 1 2 nos tower bolts 300x10mm, 2 nos door handle 150mm, 1 no sliding door bolt 300x16mm, 2 nos heavy duty door closure 180x65x64mm and 1 no mortice 6 lever lock per door complete
278	i) Using MS Angles for 40x40x6mm for diagonal bracings
279	Providing, fitting and fixing anodised aluminium framed glazed doors with anodised aluminium frame made of 100mm x 45mm x 2.5mm section of approved brand with door style of size 88mm x 45mm x 2.5mm, top rails 50mm x 45mm x 2mm, lock rails 100mm x 45mm x 2mm and bottom rails 100mm x 45mm x 2.5mm fitted with glazing clip, special type rubber gasket complete including hydraulic floor spring, pivot, tower bolt in each leaf, aluminium door handle, lock angles, cleat, etc. complete as specified and directed by the Engineer-in-Charge
280	a) 6mm Clear Glass
281	b) 5mm Frosted Glass
282	Providing and fixing anodised aluminium frame double leaf doors of approved brand with styles size 45mm x 48mm x 3.2mm, top rails 50mm x 45mm x 2.5mm, lock rails 48mm x 45mm x 2.5mm, bottom rails 100mm x 45mm x 2.5mm fitted with tapper clips of size 20mm x 15mm x 1.2mm complete with automatic floor mounted door closure, butterfly type handles, special cylindrical lock, concealed type aluminium tower bolt, neoprene dryset rubber gasket, door felt gasket, etc. complete in all respect as directed by the Engineer-in-Charge at all levels
283	a) 5mm thick Plain Frosted Glass
284	b) 6mm thick Clear Glass
285	Providing and fixing anodised aluminium framed single leaf door of approved brand with styles 45mm x 48mm x 3.2mm, top rails 50mm x 45mm x 2.5mm, lock rails 48mm x 45mm x 2.5mm, bottom rails 100mm x 45mm x 2.5mm fitted with tapper clips of size 20mm x 15mm x 1.2mm complete with automatic hydraulic mounted door closure, butterfly type handles, special cylindrical locks, concealed type tower bolt, neoprene dryset, rubber gasket, etc. complete as directed by the Engineer-in-Charge as all levels
286	a) 6mm Clear Glass
287	b) 5mm Plain Frosted Glass
288	Rolling ShutterSupplying and fixing rolling shutters of approved make, made of required size 80x1.25mm MS Laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shafts with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454- Part 1 and MS 1.25 mm thick Top Cover of required thickness including all accessories for rolling shuttersfor power house and valve house entrances
289	Windows & Fixtures
290	Providing, fitting and fixing anodised aluminium windows and ventilators of standard sections of approved brand without horizontal glazing bars joints mitred and welded (manufactured to relevant IS specifications) fitted with 6mm x 3.15mm lugs 100mm long embedded in CC Blocks 150mm x 100mm x 100mm in 1:3:6 mix including providing and fixing handles, fristion stays, joining cleat, bolting device, locking arrangement, spring catch as required complete as specified and directed for all levels
291	Side Hung and Top Hung Windows and ventilators
292	a) 6mm Clear Glass
293	b) 5mm Frosted Glass
294	Fixed windows and ventilators
295	a) 6mm Clear Glass
296	b) 5mm Frosted Glass
297	PVC, FRP Doors & Door Frames
298	PVC Frame:Providing, fitting and fixing Syntex PVC Door frame made out of extruded PVC section in an overall size of 50mm x 60mm having multi chamber cross section with maximum wall thickness of mm, +0.3mm with special polymeric reinforcement having an overall size of 30mm x 25mm width, 150mm length at hardware location. The corner joints shall be either mitre cut and welded or joined by means on concealed cleats with necessary screws fittings
299	PVC Door Shutters:Providing, fitting and fixing PVC Door Shutters of 37mm (Single Panel Seamless Finish) of Syntex make, at all levels made o extruded sections in the configuration of \"A\". The overall dimension is 37mm x 90mm, with usual provess variation having a wall thickness of 2mm with a variation of +0.03mm provided with all plastic reinforcement to avoid rusting. The shutter frame is mitred and joined at the corners by means of stainless steel screws. The corners of the frame are being reinforced by polymeric reinforcement to the size 125mm x 250mm and the lock rail is reinforced by 45 x 18 x 255 size reinforcement
300	Fire Resistant Door
301	a) Providing and fixing fire resistant door frames of section 143x57mm having built in rebate made out of 16 SWG GI Sheet (Zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4mm (minimum) around the frame and fixing with dash fastener of approved size and make, including applying coat of approved brand fire reisitant primer, etc. complete as per direction of Engineer-in-Charge
302	b) Providing and fixing 50mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS: 3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG GI Sheet (Zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer, etc. all complete as per direction of Engineer-in-Charge
303	c) Providing and fixing glazing in fire resistant door shutters with GI beading made out of 1.6mm thick GI sheet (Zinc coating not less than 120 gm/m2) of size 20x33mm screwed with M4x38mm SS Screws at distance 75mm from the edges and 150mm c/c, including applying a coat of approved fire resistant primer/powder coating not less than 30 micron on GI beading & special ceramic tape of 5x20mm size etc. complete in all respect as per NBC 2016, IS: 16231 (part 3): 2016 and as per the direction of the Engineer-in-Charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of Insulation (EI20).
304	Glass and glazing : Providing & fixing glass panes with putty & glazing clips in steel doors, windows, clerestory window or any other specified location all complete with:
305	a) Clear float glass, 6 mm thick superior quality, first grade
306	b) 4.0mm thick glass panes
307	c) 5mm thick glass panes
308	d) Double glazing of two 6mm thick sheet glass thermatically sealed \"Penguin Pane\" of Hindustan Safety Glass complete as per specification
309	Roofing:
310	Structural steel workbolted or welded in single or built-up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
311	Supply, fabrication and erction permanently colour coated corrugated sheets of thickness 20 gauge as roof decking at various elevations including plants, labour, materials, scaffolding with all fitting and fixtures, complete in all respect
312	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25oC, 0.87-0.89 kg/litre and viscosity 70-160 cps. Over the primer coat, the layer of membrane shall be laid using butane torch and sealing all joints, etc. and preparing the surfacecomplete. The vital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23oC as 350/300 N/5 cm. Tear Strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150oC. Cold flexibility shall be upto -2oC when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane:3mm thick
313	Ceiling with Exposed Metal (GI) Frame Work with E-Grid-2430:Providing & Fixing in position Suspended false Ceiling using E- Grid (Exposed Ceiling Suspension 2430 System) of grid size 600mm x 600mm/ 1200mm x 600mm with main runner 38mm x 24mm, Cross Tee 29mm x 24mm & wall angle 24mm x 24mm. Using 4mm/ 6mm thick High pressure Stem Cured Non Asbestos Fibre cement Board as per IS: 14862, to be placed in a grid of GI System duly suspended with 4mm/ 6mm dia GI/ MS bar hanger fixed with steel dash fasteners or iron purlin from the roof with adjustment clip providing positions for light fixtures, air conditioning diffusers and ducts, sprinklers, smoke detectors, etc. The main runners to be secured to structural soffit by hanger @ 1220mm maximum c/c. The last hanger at the end of each main runner should be placed at more than 450mm from the adjacent wall. Flush fitting 1220mm Cross Tee to be interlocked between main runners @ 610mm c/c so as to form 600mm x 600mm/ 1200mm x 600mm grid all complete as per the drawings/ specification and as directed by the Engineer-in-Charge
314	a) Designer Ceiling as directed by the Engineer-in-ChargeUsing 6mm thick FC Board
315	b) Standard Ceiling as directed by the Engineer-in-ChargeUsing 6mm thick FC Board
316	c) Providing and fixing 15cm wide, 45cm overall semi-circular plain GS sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers, etc. including making necessary connections with rain water pipes complete:0.80mm thick with zinc coating not less than 275 gm/m2
317	Painting
318	Exterior Painting including primer of approved brand as directed by E-I-C
319	a) Finishing Walls with Water Proofing cement based Paint of Required ShadeTwo or more coats applied as per manufacturer recommendations
320	b) Finishing Walls with textured exterior paint of required shade:(two or more coats appliedover & including priming coat of exterior primer as per manufacturer recommendations
321	c) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:(two or more coats applied over & including priming coat of exterior primer as per manufacturer recommendations)
322	Interior Painting
323	Finishing with deluxe Multi Surface acrylic paint System of approved brand for interiors and exteriors including primer as per manufacturers specifications and as directed by the Engineer-in-Charge
324	a) Two or more coats applied on walls over and including one coat of special primer as per approved brand and manufacturer recommendations
325	b) Finishing with Epoxy Paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation on surface, etc. complete as per specification and as directed by the Engineer-in-Charge:On Concrete Works
326	Painting of Steel Works
327	Painting Steel Work with Deluxe Multi Surface Paint to give an even shade. Two or more coat appliedover an under coat of primerapproved brand and manufacturer
328	Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacturer and required colour over a priming coat of approved steel primer on new work
329	a) 100mm Diameter Pipes
330	b) 150mm Diameter Pipes
331	Providing two coats of JK wall Putty (White Cement based putty for Concrete/ Mortar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the Engineer-in-Charge (total thickness of two coats is maximum 1.5mm)
332	Chemical Resistant Paint
333	Fire Resistant Paint
334	Water Proof Coatings
335	Applying one coat of epoxy coating followed by two coats of Polyurethane Waterproofing coating at an interval of 12 hours each for waterproofing as specified & directed by the Engineer-in-Charge
336	Applying 2 coats of 1mm thick acrylic polymer modified cementitious waterproofing coating of approved brand for waterproofing of structures as specified after proper surface preparation and soaking the surface with water prior to application complete in all respect as per technical specification and as directed by the Engineer-in-Charge
337	Hand RailingProviding, supplying, transportation and fixing polished stainless steel hand railing made out of SAIL/JINDAL or equivalent stainless steel pipes of 1.00 m height, 38 mm internal dia at 1.20 m spacing and top railing with 48 mm dia bottom horizontal pipe of 20 mm internal dia parallel to top and middle rails (two numbers) of 20 mm internal dia parallel to top & bottom, in addition 110 mm dia rounded stainless steel base for the verticals fixed to the floors. All the welding to be done using stainless steel electrode as IS:2211 (latest version) complete including carefully drilling of holes on floors of tread for vertical support grouting with white cement all round frame and fixing. All the SS section are to be finally cleaned neatly and buffed and well polished complete all material, labour, tools and plants, welding and erection charges etc. complete.
338	Pre- Laminated Particle BoardProviding, fitting and fixing in position 62mm thick double skin partition with well seasoned Sal, Bonsum/ Sundi/ Hollock frame in size 75mm x 38mm and internal frame of 50mm x 38mm and fixing on both sides 8mm thick flat pressed melamine faced pre- laminated baggage board medium density fibre boards (MDF) bonded with phenol formaldehyde synthetic resin of approved shade as specified and directed at all levels.With bajaj- exterior grade (one side decorative)8mm thick
339	Spandrel Glass Panelling
340	a) Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi-rigid, inorganic, non-combustible fibre glass wool insulation 50mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5mm and nominal mass not less than 60gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including 1.5mm thick solid aluminium sheet backing using 6mm thick cement boardincluding SS rivets, nuts, bolts, washers, etc. complete.
341	b) Providing and supplying Spandrel Glass panels comprising of 6mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface# 2 of approved colour and shade so as to match the colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. all complete for the required performances as specified, as per the Architectural Drawings, as per the approved shop drawings, as specified, and as directed by the Engineer-in-Charge.
342	Plinth Protection Works
343	a) Providing Plinth Protection with Bricks flat laid in cement mortar 1:4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish
344	b) Providing drain with Cement Concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop 1:3 finished with a floating coat of cement slurry as directed with necessary shuttering for sides and earth work in excavation of foundation trenches and refilling sides after completion of work etc. as specified.300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm
345	Concrete Waterprooing
346	Providing, applying \"XYPEX\" Concrete Water Prooing & Durability Enhancement by Crystallization to be supported by at least two international test Reports showing clear scanning Electron Microscopic (SEM) Photographs of densified and mature crystals forming to plug all the capilary tracks and pores of the concrete permanently and permeability test as per IS: 720 conducted by CBRI. The Concrete should not absorb water more than 0.5 grams and not more than 1 mm from the concrete surface. The product to be listed in ICC-ES-EVALUATION REPORT INDEX January 2009. The treatment to be carried out on the concrete surfaces including cleaning of all RCC surfaces as per manuacturer\"s specification and as directed by the Engineer-in-Charge. The treatment to be carried out on the concrete suraces including cleaning of all RCC suraces as per manufacturer\"s specification/datasheet. The application to be carried out in two coats with coverage rate of 0.8 kg per coat.
347	PERMANENT DEWATERING, WATER SUPPLY, SEWAGE AND SANITATION WORKS
348	Providing, fitting & fixing Vitreous Dual Flush/ Floor Mounted Coupled/ Extended Water Closet (European type WC Pan 400mm high) with seat & lead, flushing cistern, CP Brass Hinges and rubber buffers, CI/ MS Brackets, 40mm dia flush band with fittings including painting of fittings and brackets, if requiredHindware make or equivalentWhiteOne Piece Water Closet
349	Altor (Cat. No. 92052) (Inclusive of Seat Cover and fittings) or equivalent
350	Coral (Cat. No. 92008) (Inclusive of Seat Cover and fittings) or equivalent
351	Elisa (Cat. No. 92046)/ Rubbic (Cat. No. 92063) (Inclusive of seat cover and fittings) or equivalent
352	Inox (Cat. No. 92043)/ Inox-100 (Cat. No. 92050) (Inclusive of seat cover & fittings) or equivalent
353	Providing, fitting and fixing vitreous flat back type lipped front urinal basin of automatic flushing cistern with standard flush pipe and CP brass spreader and brass unions, etc. complete including painting of fittings and brackets, cutting and making good the walls & floors whereever requiredHindware make or equivalentWhite
354	Aquafree Urinal (Cat. No. 60017) or equivalent
355	Urinal Omega E-Sense (Cat. No. 96006) or equivalent
356	Supplying, fitting and fixing Vitreous China Division Plate including fitting and fixing complete as directed and specified
357	Hindware make or equivalentWhiteNew Division Plate (Cat. No. 61005) or equivalent
358	Providing Vitreous China wash basin with CI/ MS brackets, CP Brass Chain with Plug, PVC waste Pipe including painting of fittings and brackets, cutting and making good the walls whereever requiredTable Top BasinJaquar make or equivalent
359	Kubix (Cat. No. KUS-WHT-0552) or equivalent
360	JDBC (Cat. No. JDS-WHT-0550) or equivalent
361	JDBC (Cat. No. JDS-WHT-0547) or equivalent
362	Providing, fitting & fixing stainless steel kitchen sink of Parryware make with CI/ MS Brakets, CP Brass Chain with Rubber Plug, PVC Waste Pipe, etc. complete including painting the fittings, cutting & making good the walls wherever required
363	Parryware make or equivalentSingle Bowl with veg bowl & Drain Board (400 x 200) Flat Edge- Glossy (Cat. No. C8545) or equivalent
364	Providing, fitting and fixing Decorative Mirror complete as directed and specifiedParryware make or equivalentSize 600mm x 450mm
365	Providing, fitting and fixing Glass Shelf complete as directed and specifiedGlass shelf with CP Guard RailJaquar make or equivalentKubix 600mm long (Cat. No. AKB- 35771) or equivalent
366	Providing, fitting and fixing Glass Shelf complete as directed and specifiedCorner Glass Shelf with Brackets of Jaquar makeJaquar make or equivalentContinental (Cat. No. ACN- 1173) or equivalent
367	Providing, fitting and fixing CP Soap Tray/ Soap Dish complete as directed and specifiedJaquar make or equivalent
368	Queen\"s (Cat. No. AQN- 7731) or equivalent
369	Kubix (Cat. No. AKB- 35731) or equivalent
370	Providing, fitting and fixing Liquid Soap Dispenser and liquid soap container complete as directed and specifiedJaquar make or equivalent
371	Kubix make Glass Bottle (Cat. No. AKB- 35735) or equivalent
372	Providing, fitting and fixing CP towel rail complete as directed and specifiedJaquar make or equivalent
373	Queen\"s (600mm long) (Cat. No. AQN- 7711) or equivalent
374	Queen\"s (450mm long) (Cat. No. AQN- 7711A) or equivalent
375	Providing, fitting and fixing Chrome Plated Towel Ring complete as directed and specifiedJaquar make or equivalentQueen\"s (Cat. No. AQN- 7721) or equivalent
376	Providing, fitting and fixing Chrome Plated Toilet paper Holder complete as directed and specifiedJaquar make or equivalent
377	Continental Toilet Paper Holder with Flap (Cat. No. CAN- 1151N) or equivalent
378	Queen\"s Toilet Paper Holder with Flap (Cat. No. AQN- 7753) or equivalent
379	Providing, fitting and fixing Chrome Plated Waste Coupling complete as directed and specified
380	Jaquar make or equivalent32mm (HT/FT) (Cat. No. ALD-705/ 709) or equivalent
381	Cera make or equivalentWaste Coupling (Full Thread) 40mm (Cat. No. CA 103) or equivalent
382	Providing, fitting and fixing Chrome Plated Bottle Trap complete as directed and specifiedJaquar make or equivalent
383	Bottle Trap (with internal partition) 32mm size with 250mm long wall connection pipe (Cat. No. ALD- 769) or equivalent
384	Bottle Trap (with internal partition) 32mm size with 300mm long wall connection pipe (Cat. No. ALD- 769B) or equivalent
385	Providing, fitting and fixing Chrome Plated Grating complete as directed and specified
386	160mm Dia
387	110mm Dia
388	Supplying, fitting and fixing approved brand uPVC Pipes of different sizes, with all necessaryapproved uPVC Fittings such as bend, Tee, Elbow, reducer, nipple, plug, tee, long screw fitting, clamps, etc. complete at all levels including below GL as directed and specified
389	Exposed or in TrenchesSupreme/ Prince/ SFMC Brand or other equivalent approved brand (High Pressure pvc Pipe Sch-40)
390	a) 50mm dia
391	b) 40mm dia
392	c) 32mm dia
393	d) 25mm dia
394	e) 20mm dia
395	f) 15mm dia
396	Concealed by Chiselling or breaking brick wall/ CC wall/ RC Wall and making good to the damaged structureSupreme/ Prince/ SFMC Brand or other equivalent approved brand (High Pressure PVC Pipe Sch-40)
397	a) 25mm dia
398	b) 20mm dia
399	c) 15mm dia
400	Providing and fixing Chlorinated Polyvinyle Chloride (CPVC) Pipes, having thermal stability for hot and cold water supply including all CPVC Plain and Brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes joining of pipe.Exposed or in trenches
401	50mm dia
402	40mm dia
403	32mm dia
404	25mm dia
405	Spupplying, fitting and fixing CP Bib Cock 15mm dia of approved brand as directed and specifiedJaquar make or equivalent
406	Bib Cock Long Thread
407	2- Way Bib Cock
408	Supplying, fitting and fixing Chrome Plated (CP) Stop Cock of approved brand and size as mentioned below as directed and specifiedJaquar make or equivalent
409	15mm dia Angular Stop Cock
410	15mm dia Angular Stop Cock with long thread
411	15mm dia Concealed Stop Cock reduced body
412	Supplying, fitting and fixing CP Piller Cock of 15mm dia of approved brand as specified and directedJaquar make or equivalent
413	Contenental
414	Long Neck with areator
415	Supplying, fitting and fixing Chrome Plated Sink Cock of approved brand as directed and specifiedJaquar, Continental, Clarion or equivalent make or equivalent
416	Sink Cock with raised J shaped swinging spout
417	Supplying, fitting & fixing Chrome Plated Flush Cock of approved brand as directed and specifiedJaquar make or equivalent Continental/ Clarion or equivalent
418	Flush Cock with wall flange 25mm with level knob
419	Flush Cock with wall flange 25mm with plain knob
420	Supplying, fitting & fixing Chrome Plated Shower 15mm dia of approved brand as directed and specifiedJaquar / continental/ Queens\"s collection make or equivalent
421	Overhead Shower (ABS Chrome Plated) with rubit cleaning system
422	Overhead Rose Shower with revolving joint & 150mm long swivel shower arm
423	Supplying, fitting and fixing Chrome Plated Wall Mixer Jaquar / continental/ Queens\"s collection make or equivalent
424	Wall Mixer 3 in 1 system with provision for both telephonic shower and overhead shower complete with 115mm long bend pipe Cat. No. 1119
425	Supplying, fitting & fixing Push Bib Cock 15mm dia complete as specified & directed by the Engineer-in-Charge
426	CPCHHeavy Type
427	Supplying, fitting & fixing best quality ball valve of approved brand as specified and directed
428	25mm dia
429	20mm dia
430	Supplying, fitting and fixing best quality Check Valve of approved brand including necessary threads to pipes
431	50mm dia (Heavy Type)
432	40mm dia (Heavy Type)
433	Supplying, fitting and fixing best quality GI Foot Valve of approved brand with strainer including cutting necessary threads to pipes
434	50mm dia (Heavy Type)
435	40mm dia (Heavy Type)
436	Supplying & fitting Polyethylene water storage Tank make over stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet & outlet pipesSintex make
437	2000 ltr Capacity
438	1500 ltr Capacity
439	1000 Ltr Capacity
440	Labour of erecting and placing PCVC Tank over the staging up to a height of 5.00m complete as directed
441	2000 ltr Capacity
442	1500 ltr Capacity
443	1000 Ltr Capacity
444	Supplying, fitting & fixing uPVC Pipes of best quality of approved brand of 6kg/cm2 class including joining, fitting & fixing with clamps, etc. as necessary complete at all levels as rain water down comer and other purpose including below GL as directed and specifiedIn exposed surfaces or in trenches
445	160mm dia
446	110mm dia
447	Supplying, fitting & fixing 87.5 degree best quality uPVC bend of approved brand with door including joining, fitting & fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches
448	160mm dia
449	110mm dia
450	Supplying, fitting & fixing 45 degree PVC bend including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed & specifiedIn exposed surfaces or in trenches
451	160mm dia
452	110mm dia
453	Supplying, fitting and fixing best qualityPVC single TEE of approved brand including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches
454	160mm dia
455	110mm dia
456	Supplying, fitting and fixing PVC single Y with door including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm dia
457	Supplying, fitting and fixing best quality PVC Double Y with door of approved brandincluding joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm dia
458	Supplying, fitting & fixing best quality PVC Cross T with door of approved brand including joining, fitting & fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm x 110mm
459	Supplying, fitting & fixing PVC Coupler including joining, fitting and fixing, etc. as necessary complete at all levels including below GL as directed and specifiedIn exposed surfaces or in trenches110mm dia
460	Supplying, fitting and fixing PVC reducer including joining, fitting & fixing, etc. as necessary complete at all levels includign below GL as directed and specifiedIn exposed surfaces or in trenches160mm x 110mm
461	Supplying, fitting & fixing PVC reducing Tee with door including joining, fitting and fixing, etc. in exposed surfaces or trenches as necessary complete at all levels including below GL as directed and specified160mm x 110mm
462	Supplying, fitting and fixing PVC Socket Plug including joining, fitting & fixing, etc. in exposed surfaces or in trenches as necessary complete at all levels including below GL as directed and specified110mm
463	Supplying, fitting and fixing PVC cleaning pipe including joining, fitting and fixing, etc. in exposed surface or trenches as necessary complete at all levels including below GL as directed and specified
464	160mm dia
465	110mm dia
466	Providing, fitting & fixing PVC Cowel of ISI make complete as directed and specified
467	160mm dia PVC Cowel of ISI make
468	110mm dia PVC Cowel of ISI make
469	Providing, fitting & fixing 450mm dia 90mm thick CI man hole cover & frame of 58kg weight complete as directed and specified
470	Roof drain heads with horizontal gratings, complete as per specification
471	For 100 mm dia. pipe
472	For 150 mm dia. pipe
473	For 200 mm dia. pipe
474	Cast iron floor trap Nahni or ordinary type of self cleaning design and conforming to IS:1729 complete as per specification
475	75 mm size
476	100 mm size.
477	Brass gate valves solid wedge type with non-rising stem conforming to IS: complete as per specification
478	25 mm NB
479	32 mm NB
480	40 mm NB
481	50 mm NB
482	Light duty non-pressure RCC pipes conforming to IS:458, complete as per specification
483	500 mm NB, class NP2
484	600 mm NB, class NP2
485	Connection of drain or sewer line with existing manhole all complete
486	Drainage facilities
487	Open surface drains d=250mm, reinforced concrete
488	Open surface drains, trapezoidal channels w = 0.8m, h = 0.6m, reinforced concrete
489	PVC pipes d= 250mm perforated or plain
490	Open surface drain with bricks, complete as per specification.
491	a) Nominal size 15 cm X 20 cm
492	b) Nominal size 20 cm X 30 cm
493	c) Nominal size 50 cm X 20 cm
494	Permanent Dewatering forHead Race Tunnel
495	Drain pipe 300mm diameter(cast steel)
496	Open drain
497	a) Bottom width or pipe diameter up to 35 cm
498	b) Bottom width or pipe diameter 35 - 50 cm
499	Supply and installation of best quality non return valve of approved brand 300mm diameter
500	Cast iron spun pipe, class A, conforming to IS:1536 complete as per specification
501	100 mm NB
502	150 mm NB
503	200 mm NB
504	250 mm NB
505	300 mm NB
506	Glazed stone ware pipes of approved brand grade “A” conforming to IS:651 complete as per specification
507	100 mm NB
508	150 mm NB
509	200 mm NB
510	300 mm NB
511	Manhole of RCC grade M20 all complete
512	Rectangular shaped manhole
513	a) For depths from 0.6 to 0.9 m inside size 1.2 X 0.9 m
514	b) For depths from 0.9 to 2.3 m inside 2.9.1size 1.2 X 0.9 m
515	c) Connection of drain or sewer line with manhole
516	Construction septic tank as per IS:2470(part-I) complete as per specification but excluding the cost of steel reinforcement
517	Size 2.3 m X 1.1 m with 1.80 m liquid depth(for 20 users)
518	Size 5.0 m X 2.0 m with 1.24 m liquid depth(for 50 users)
519	Road gully chamber of brickwork, including grating with frame, excavation filling and disposal of surplus earth all complete
520	ROAD WORKS
521	Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations, etc. and re-rolling the sub-grade and disposal of the surplus earth with lead upto 500m
522	Supplying and stacking at site
523	90mm to 45mm size stone aggregate
524	63mm to 45mm size stone sggregate
525	53mm to 22.4mm size stone aggregate
526	Stone Screening 13.2mm nominal size (Type A)
527	Stone Screening 11.2mm nominal size (Type B)
528	Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) including loading, unloading, transportation, etc.eads as such loading unloading charges are not required to be applied additionally
529	Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.)
530	Granular Sub-Base
531	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) including loading, unloading, transportation, etc.
532	i) for grading- V/VI Material
533	Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including loading, unloading, transportation, etc.
534	Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2mm nominal size per 100 sqm of road surface. Including consolidation with road roller of 6 to 8 tonne capacity, etc. complete:Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to IS: 8887)
535	Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS: 8887)
536	Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications:On bituminious surface @ 0.50 kg/sqm
537	Providing and laying bituminous concrte (Gr-2) with approved hot mix plant using crushed aggregate of specified grading, premix with bituminous [email protected] to 5.6% of mix and filler transporting the hot mix to work site , laying with a hydrostatic paver finisher with censor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollerers to achieve the desired compaction as per MoRTH specification clause no 509 complete in all respect
538	Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete
539	Concrete Pavements
540	Cement Concrete in pavements, laid to required slope and camber in panels as required including consolidation finishing and tampering complete
541	Proving & fixing in position pre-moulded joint filler in expansion joints
542	Providing and laying in position bitumen hot sealing compound for expansion joint etc.:Using grade \"A\" sealing compound
543	MISCELLANEOUS WORKS
544	Complete in all respect with all plants, materials and labour as per technical specification, drawings and as directed by Engineer-in-Charge.
545	Supply and installation of PE pipes
546	25mm dia
547	40mm dia
548	Weep holes including materials and labour complete
549	Fencing Works
550	Providing and fixing Chain Link Fencing including barbed wires, GI wires, stapples, pins, eye bolts, etc. as per specification and drawings complete. (Cost of Posts, struts, earth work and concrete work to be paid separately).
551	Supplying at site angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10mm dia. etc. complete
552	Dismantling & Demolition
553	Demolishing stone masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materials within 50m lead as per directioin of Engineer-in-Charge
554	Demolishing gabion manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materials within 50m lead as per directioin of Engineer-in-Charge
555	Demolishing Plain/Reinforced Cement Concrete manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materials within 50m lead as per directioin of Engineer-in-Charge

Also Visit

Tenders

Arunachal Pradesh Tenders

Machinery and Tools Tenders

Hardware and Fasteners Tenders

Retaining Hardware Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Package I Construction Of Civil Works On Item Rate For Tato I Hydro Electric Project, Arunachal Pradesh, Comprising Of Headworks And Allied Works, Head Race Channel, Head Race Pipe, Intake, Headrace Tunnel, Surge Shaft, Pressure Shaft, Val, Kurung Kumey-Arunachal Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Package I Construction Of Civil Works On Item Rate For Tato I Hydro Electric Project, Arunachal Pradesh, Comprising Of Headworks And Allied Works, Head Race Channel, Head Race Pipe, Intake, Headrace Tunnel, Surge Shaft, Pressure Shaft, Val, Kurung Kumey-Arunachal Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us