Integrated Smart Drinking Water Supply To Basar Township And Its Peripherals Settlement 1.6 Mld With Tourism Components In Leparada District, Basar-Arunachal Pradesh

TDR : 46492554

Tender Notice
BOQ

Expired

Basar , Arunachal Pradesh

Tender Brief : Integrated Smart Drinking Water Supply To Basar Township And Its Peripherals Settlement 1.6 Mld With Tourism Components In Leparada District

Document Fees
₹ 20000 /-

EMD
₹ 7554000.0 /-

Tender Value
₹ 37.77 Crore /-

Submission Date
17-12-2024

Competition Type
Indian

Bidding Type
Tender

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1	Drop In-let Head work at Nyodu
2	a. Excavation in foundation:
3	i) Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
4	ii) Earth work in excavation in saturated soil upto a depth of61 cm including pumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.50 m.
5	iii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
6	b. Dry stone pitching 22.50 cm thick including supply of stone and preparing of site complete etc.
7	c. Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
8	d. Providing and laying cement concrete 1 : 3 : 6 (stone aggregate 40 mm) excluding the cost of centring an shuttering in Foundations and plinth:
9	e. Reinforcement of RCC work including bending, binding and placing in position complete.
10	f. Centring and shuttering including strutting, propping etc and removal of form work in:
11	i) Foundation, footings etc.
12	ii) Walls
13	g. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
14	h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
15	i. 12 mm cement plaster 1 : 3.
16	j. Neat cement punning
17	k. Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
18	l. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basarby truckfor an average lead of 91.0 km
19	m. Mechanical carriage of best quality Sand from nearest quarry to nearest road point of village for an average lead of 71.0km
20	n. Mechanical carriage of best quality aggregates from nearest quarry to nearest road point of village for an average lead of 71.0km
21	o. Mechanical carriage of best quality boulders from nearest quarry to nearest road point of village for an average lead of 26.0km
22	p. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.0km
23	Construction of Pre-Sedimentation Tank
24	a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
25	b. Excavation in foundation
26	i) Hard soil in Foundation, Footings etc.
27	ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
28	c. Dry stone pitching 22.50 cm thick including supply of stone and preparing of site complete etc.
29	d. Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
30	e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
31	f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
32	g. Centering & Shuttering including strutting, propping etc and removal of form work for:
33	i) Foundation, Footings etc.
34	ii) Walls etc.
35	iii) Suspended floors, roofs, landings etc.
36	h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
37	i. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
38	j. Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
39	k. Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
40	l. 12 mm cement plaster 1 : 3.
41	m. Neat cement punning
42	n. White washing with lime on new work (three or more coats) to give an even shade.
43	o. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
44	p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
45	q. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
46	r. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
47	s. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
48	t. Head load carriage of engineering materials from nearest road point of site to work site for an average lead of 1.0km
49	a) RCC Barrage for pumping system, structure for pump house and jack well for pumping main. (b) Supply installation, testing, commissioning of raw water pump set 190KW each pump (2W + 1S) with VFD, mechanical pump mounting system, 100 dynamic head and pumping capacity upto 1.0 MLD. (c) 11KV dedicated electric corridor (Length 9.0km for Intake and WTP installation of 63KVA, 11/0.415KV Sub station at Nyodu Galu tri-junction for water treatment plant. (d) Pressure transmitter (2 Nos.), level transmitter (1 No.), flanges, dismantling joints etc and supply and installation, testing & commissioning of electro-mechanical items like foot valves with striner (2 nos), NRV (3 Nos), Actuated Butterfly valve (2 nos), Isolation gate valve (3 nos), surge anticipation control valve (1 no.), flow meter (2 nos) and vaccum gauge (e) Supply installation, testing, commissioning 250KVA generator set for pump house
50	a) C/O 11KV line with 12 Mtr Steel Tubular Pole & 6/1/2.59 sqmm ( Weasel ) ACSR conductor.
51	b) C/o LT line with 7.5 Mtr Steel Tubular Pole, 6/1/2.11sqmm ACSR conductor ( Squirrel ) & Street Lightnings
52	c) Supply & Installation of 100 KVA, 11/0.4KV Distribution Transformer.
53	d) Supply, Installation, Testing & comissioning of Raw Water Pump Set 190KW each Pump (2W+1S) with VFD, mechnical pump mounting system, 100m dyanamic Head and Pumping capacity upto 1MLD
54	e) Supply, Installation, Testing & comissioning Electro-Mechnical Items-Foot Valves with Strainer (3Nos), NRV(3Nos), Actuated Butterfly valve (3Nos), Isolation Gate Valve (3Nos), Surge Anticipation Control valve(1 Nos), Flow Meter (3Nos), Pressure Gauge (3Nos), Vaccum Gauge (3Nos), Pressure Transmitter (3Nos), Level Transmitter (1Nos), armoured wirings and fittings- Nut & Bolt(HT10.9), Gasket(EPDM), Flanges, Dismentling Joints etc
55	f) Supply, Installation, Testing & Comissioning 250 KVA Generator set for Pump House
56	g) C/O RCC Barrage for Pumping system
57	a. Excavation in foundation
58	I) Saturated soil
59	II) Hard Rock
60	b. Dry stone pitchingincluding supply of stone and preparing surface complete (including carriage of stone for 5 km lead).
61	b. Providing and laying cement concrete 1:1.5:3in retaining walls, return walls,
62	c. R.C.C. 1:1.5:3 in wall
63	d. Centering and shuttering in wall
64	e. Reinforcement for R.C.C. work
65	f. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basarby truckfor an average lead of 91.0 km
66	g. Mechanical carriage of best quality Sand from nearest quarry to nearest road point of village for an average lead of 71.0km
67	h. Mechanical carriage of best quality aggregates from nearest quarry to nearest road point of village for an average lead of 71.0km
68	i. Mechanical carriage of best quality boulders from nearest quarry to nearest road point of site for an average lead of 26.0km
69	j. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.0 km
70	viii) C/O Civil Stuructures for Pump House
71	ix) C/O JackWell for Pumping main
72	C/o Raw water storage tank
73	a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
74	i) Hard soil
75	ii) Ordinary Rock
76	b. Earth work in excavation in foundation
77	i) Hard soil
78	ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
79	c. Stone soling
80	d. Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
81	e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
82	f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
83	g. Centering & Shuttering including strutting, propping etc and removal of form work for:
84	i) Foundation, Footings etc.
85	ii) Walls etc.
86	h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
87	i) Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
88	j) Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
89	k. 12 mm cement plaster 1 : 3.
90	l. Neat cement punning
91	m. White washing with lime on new work (three or more coats) to give an even shade.
92	n. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
93	o. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
94	p. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
95	q. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
96	r. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
97	s. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.0km
98	C/o Sedimentation Tank (1 No.)
99	a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
100	b. Earth work in excavation
101	i) Hard soil
102	ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
103	c. Stone soling
104	d. Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
105	e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
106	f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
107	g. Centering & Shuttering including strutting, propping etc and removal of form work for:
108	i) Foundation, Footings etc.
109	ii) Walls etc.
110	iii) Suspended floors, roofs, landings etc.
111	h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
112	i. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
113	j. Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
114	k. Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
115	l. 12 mm cement plaster 1 : 3.
116	m. Neat cement punning
117	n. White washing with lime on new work (three or more coats) to give an even shade.
118	o. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
119	p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
120	q. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.50km
121	r. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
122	s. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
123	t. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
124	Construction of Aerator
125	a. Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50 m.
126	i) Hard soil
127	ii) Hard rock
128	b.Dry Stone Pitching 22.5cm thick i/c supplying of stone and prepearing surface complete (I/c carriage of stone for a lead of 5km)
129	c. Providing & layingin foundation and plinth CC 1:3:6excluding the cost of centering and shuttering.
130	d. Reinforced cement concrete work 1:1.5:3in foundations, footings, bases of columns etc. and Mass concrete excluding cost of centering, shuttering and reinforcement in 1:1.5:3 for foundation.
131	e. Reinforced cement concrete work in lintels, beams and bresumers upto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:1.5:3.
132	f. Reinforced cement concrete work in columns, pillars,piers,abutments,post and struts etcupto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:2:4:
133	g. Reinforced cement concrete work in walls(any thickness), ……. etcupto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:1.5:3:
134	h. Reinforced cement concrete work in suspended floors, ……. etcupto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:2:4:
135	i. Reinforcement including bending and binding and placing in position
136	j. Centering, shuttering including strutting, propping etc and removal of form work for :
137	Foundation
138	Aquaduct support pillar
139	intermediate & top beam
140	slabs
141	Wall
142	Beam
143	k. 12 mm thick cement plaster 1: 3
144	l. Neat cement punning
145	m. Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
146	n. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
147	o. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
148	p. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
149	C/O High Rate Solid Contact Clarifloculator (HRSCC) capacity upto 1.60MLD
150	Design ,Construction ,Supply of Materials , Erection , Installation & Commissioning of Complete WTP Pressure filteration System Plant ofaverage 1 Lakhs/hr capacitywith SCADA compatible Pressure monitoring and back washing mechanisam.
151	UV System as disinfeectant, Activated Carbon filter, SCADA, Water Testing equipments, energy backup.
152	Construction of Clear Water Reservoir
153	a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
154	b. Excavation in foundation
155	i) Hard soil
156	ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
157	c. Stone soling
158	d. Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
159	e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
160	f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
161	g. Centering & Shuttering including strutting, propping etc and removal of form work for:
162	i) Foundation, Footings etc.
163	ii) Walls etc.
164	iii) Suspended floors, roofs, landings etc.
165	h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
166	i. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
167	j. Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
168	k. Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
169	l. 12 mm cement plaster 1 : 3.
170	m. Neat cement punning
171	n. White washing with lime on new work (three or more coats) to give an even shade.
172	o. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
173	p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
174	q. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.50km
175	r. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
176	s. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
177	t. Mechanical carriage of boulders to nearest road point for an average lead of 26km
178	Design & Construction of Sludge Pit & Sludge Disposal System at WTP
179	Control room i/c store room for treatment plant accessories and chemical
180	WTP of capacity 1.60MLD with Automation by SCADA system for complete monitoring of water supply system with Min 100\" Monitoring ststion, wireless communication systens, Firewalls, LAN, Switch, Internet connectivity, cables and required instruments, Electronics with complete trails training and handover.
181	Land development for WTP
182	a) Soils containing 50% or more
183	b) Ordinary Rock
184	Construction of 1 (One) no. of security hut at WTP
185	Construction of Type-I Qtr at WTP = 1 no
186	Conference Hall
187	Wireless Surveillance security cameras at Intake works and WTP (4 nos)
188	Water distribution network including pipe length of 10.20km dia from 50mm to 200mm HDPE pipe from WTP to various zonal tanks, bulk flow metres (29nos), pressure transmitter, level transmitter at all zonal tanks/WTP/Pump house, air valves, scour drain valves, isolation gates with fittings and trenching, refilling, saddle support, thrust block etc complete pipe dia (i) DMA-1 32mm to 110mm = 3187m, (ii) DMA-2 32mm to 160mm = 3322m, (iii) DMA-3, 32mm to 160mm = 1334m, (iv) DMA-4, 32mm to 160mm = 1543m, (v) DMA-5, 32mm to 160mm = 2272m, (vi) DMA-6, 32mm to 160mm = 2402m, (vii) DMA-7, 32mm to 110mm, (viii) DMA-8, 32mm to 125mm = 6163m, (ix) DMA-9, 32mm to 125mm = 2422m, (x) DMA-10, 32mm to 110mm = 1266m, (xi) DMA-11, 32mm to 200mm = 3097m, (xii) DMA-12, 32mm to 125mm = 6030m
189	a) Providing, Supplying of DI pipe of DN200 K9 for gravity main
190	b) Excavation in trenches for laying of D.I. Pipes
191	i) Hard Soil
192	ii) Hard Rock
193	c) Providing and fixing HDPE pipes PE 100 PN 16 including trenching and re-filling etc (external work for distribution network) excluding the cost of HDPE fittings of Distribution lines
194	20mm
195	25mm
196	32mm
197	40mm
198	50mm
199	63mm
200	90mm
201	110mm
202	125mm
203	160mm
204	200mm
205	d) Procurement and supply of 200mm dia D.I. fittings and specials.
206	e) Procurement of HDPE fittings and specials of various sizez from 20mm to 250mm.
207	f) Excavation in trenches for laying of pipes
208	i) Hard soil
209	ii) Ordinary Rock
210	g) Clearing jungle including uprooting of rank vegetation , grass ,cane and bamboo roots or clumps, brush wood, trees and sapling of girth upto 30 cm measured at a height of 1.22 m above ground level.
211	h) Supplying of Air Release Valve Setup including necessary fittings for DI pipe DN200 for Transmission Line
212	i) 200MM Automated Control Valve at inlet of Sedimentation tank and outlet of CWR with Flow meter, including ultrasonic Level transmittor with 12 \" Inbuilt Touchpad for ground operation with-in RTU
213	j) Providing,Supplying ,installation & commissioning ofAutomated Control Valve at inlet & outlet of Zonal Tanks with Flow meter & ultrasonic Level transmittor with 7 \" Inbuilt Touchpad for ground operation with-in RTU
214	k) Road crossing works in town = 39 nos
215	i) Excavation in foundation
216	A. Hard soil
217	B.Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
218	iii) Stone soling i/c packing with smaller stone chips.
219	iv) Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
220	v) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
221	vi) Reinforcement of RCC work including bending, binding and placing in position complete etc.
222	vii) Centering & Shuttering including strutting, propping etc and removal of form work for:
223	a) Foundation, Footings etc.
224	b) Walls etc.
225	c) Suspended floors, roofs, landings etc.
226	viii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
227	ix) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
228	x) Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
229	xi) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
230	xii) Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
231	xiii) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.50km
232	xiv) Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
233	xv) Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0 km
234	l) C/O Saddle Supports = 62 nos (having height from 0.50m to 5.00m)
235	i) Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
236	ii) Dry stone pitching
237	iii) Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
238	iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
239	v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
240	vi) Centring and shuttering including strutting, propping etc and removal of form work for:
241	a) Foundation, Footings etc.
242	b) Columns, pillars and piers
243	vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
244	viii)R.C.C work in 1:2:4 (aggregate 20mm) in columns, pillars, piers, abutments, posts & struts etc. but excluding the cost of centering, shuttering and reinforcement.
245	xi) Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0km
246	x) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.10km
247	xi) Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
248	xii) Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
249	m) Construction of Thrust Blocks, Anchor Blocks, Gradient Blocks etc.. for ONE Lines of DI pipe DN200 for Transmission Line = 59nos
250	i) Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
251	ii) Excavation in foundation in Hard Rock
252	iii) Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
253	iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
254	v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
255	vi) Centring and shuttering including strutting, propping etc and removal of form work for:
256	Foundation, Footings etc.
257	vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
258	viii) Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0KM
259	ix) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.50KM
260	x) Mechanical carriage of Sand and shingles to nearest road point for an average lead of 71.0KM
261	xi) Mechanical carriage of boulders to nearest road point for an average lead of 5.0KM
262	n) River crossing work = 4 nos
263	i) Excavation in foundation in Hard soil
264	ii) Dry stone pitching 22.5cm thick ramming, watering and filling
265	iii) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
266	v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
267	vi) Centring and shuttering including strutting, propping etc and removal of form work for:
268	Foundation, Footings etc.
269	Column
270	vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) excluding cost of centering & shuttering and reinforcement.
271	a) Foundations, footings, bases of columns etc. and mass concrete
272	b)Column:
273	viii) Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.
274	ix) Fitting and fixing charges etc complete
275	x) Carriage of materials:
276	a.Cement and torsteel from Likabali toBasar (Distance = 91km)
277	b. Cement, tor steel from Sub-Divisional to nearestroad point of site by tractor(Distance = 4km)
278	c. Sand and stone grit from Kamba quarry to nearest road of site(Additional Distance = 71.0km)
279	d. Cement, tor steel, boulders, sand & shingles from nearest road point to site on head load(Distance = 0.60 km)
280	O) Transportation ofPipes (mechanical and head load carraige) to actual work sites
281	i) Mechanical transportation of GI pipes from Likabali store to PHED Store Basarfor a lead of 91.0km
282	ii) Mechanical transportation of GI pipes fromPHED Store Basar to nearest road point of villagefor a lead of 8.0km
283	iii) Headload carriage of pipes from village road point to work site for an average lead of 1.00km
284	P) Providing, Supplying & Installation of Air Valve Setupwith necessary fittingsfor Distribution Pipeline.
285	Q) Providing, Supplying & laying-fixing of 25MM Air Valves at distribution linesi/c trenching, procurement of fittings materialist etc. all complete.
286	R) Providing, Supplying & Installation of Isolation & Drain Valve Setup PN16/ANSI#100 for Distribution Pipeline.
287	Construction of Zonal Tanks with necessary arrangements:-
288	a. Supply of Zincalume water tank or Galvalume water tank and ISMB, ISMC, ISWBspecified staging materials upto various central stores located within the state including construction of RCC foundation plinth for staging with installations of both staging works and water tank as per specifications etcall complete.
289	Zincalum tanks
290	a) 35,000 ltr capacity Zonal tanks
291	b) 90,000 ltr capacity Zonal tanks
292	c) 1,40,000 ltr capacity Zonal tanks
293	M.S. stagging upto 9.0mtr high
294	a) 35,000 ltr capacity Zonal tanks
295	b) 90,000 ltr capacity Zonal tanks
296	c) 1,40,000 ltr capacity Zonal tanks
297	Providing, Supplying & Laying-fixing of Fire hydrants and 20mtr hose at strategic locations including Knife/gate valves and civil chambers for maintenance.
298	C/o Boundary wall around WTP and Zonal tanks = 805.50Rmt
299	a. Excavation in foundation trenches or drains i/c disposal of excavated earth
300	b. Laying stone soling
301	c. P/L c.c. 1:3:6 (1 cement :3 c/sand :6 stone aggregate of 40mm nominal size)
302	d. Reinforcement for R.C.C. work including bending, binding & placing in position.
303	e.Centering and shuttering for:-
304	i) Footings and column
305	ii) Wall
306	iii) Beam
307	f. R.C.C. 1:2:4 (1 cement:2 coarse sand:4 stone aggregate of 20mm nominal size) excluding cost of centering, shuttering and reinforcement in:-
308	i) Footings and column
309	ii) Beam
310	g. Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
311	h.Fabrication, supplying and fixing of MS ornamental grills of required pattern in wall
312	i. 12mm cement plaster 1:3 (1cement:3sand).
313	j. White washing with lime on new work (two or more coats) to give an even shade.
314	k. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
315	l. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
316	m.carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site by tractor an average lead of 2.0km
317	n. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
318	o. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
319	p. Mechanical carriage of boulders to nearest road point for an average lead of 14 km
320	Retaining wall at strategic locations to protect WTP and Zonal tanks areas.
321	a. Earth work excavation over areas in hard soil including disposal of excavated earth lead up to 50mtr and lift up to 1.50mtr.
322	b. Earth work excavation in foundation including pumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.50 m.
323	c. Dry stone pitching 22.5cm thick ramming, watering and filling with smaller stone chips etc complete.
324	d. Providing laying cement concrete 1:3:6(1cement:3c/sand:6 stone aggregate of 40mm nominal size) excluding cost of centering and shuttering.
325	e. Reinforcement for R.C.C work i/c bending, binding and placing in position.
326	f. R.C.C. 1:2:4(1Cement:2sand:4stone grit of 20mm) excluding cost of centering and shuttering
327	i) Floor of R/Wall:
328	ii) Wall
329	g. Centering and shuttering for:
330	i) Floor:
331	ii) Wall:
332	Carriage of Cement and torsteel from Likabali toBasar (Distance = 91km)
333	Carriage of Boulders from nearest quarry to nearest road of site Lead = 14.0km
334	Sand and stone grit from Kamba quarry to nearest road of site(Additional Distance = 51.0km
335	C/0 all weather Approach road including Side drain culvert etc completewall to WTP (256m WB road, with CC drains) i/c C.C. approach path to WTP
336	A. Formation cutting
337	i) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
338	ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
339	B. Pavement withBT work
340	a. Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
341	b. Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
342	c. Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)( For Grade - I materials) Using moorum or gravel
343	d. Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A) By mannual means, (i) Grading- I(Using Screening Crushable type such as Moorum or Gravel),Using Screening Crushable type such as Moorum or Gravel(ii) Grading- II(Using Screening Crushable type such as Moorum or Gravel),(a)Using Screening Type-A (13.2mm Agg.)
344	e. Grading- III(Using Screening Crushable type such as Moorum or Gravel), Using ScriningType-B (11.2mm agg.)
345	f. Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
346	g. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
347	h. Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
348	i. Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
349	j. Loading and Unloading of Stone Boulder/Stone aggregates/Sand/kankar/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads.
350	k. Loading and Unloading of Cement/ Steel/ Structural Steel/ RC Pipes/ Wooden logs/Bricks/ Bitumen and timber etc,. by Manual Means and Stacking for hill roads
351	l. Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
352	(i) Surfaced Road
353	(ii) Unsurfaced Graveled Road
354	(iii) Katcha Track and Track in River Bed/ Nallah Bed and Choe Bed.
355	C. Retaining/ Breast Wall (Average 3.00 Mtr High)=16.0M
356	a. Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and deleterious matter, dressing of sides and bottom and backfilling with approved material.)
357	i) Ordinary soil, Mannual means, Up to 3.00 Mtr depth
358	b. Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
359	c. Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
360	Coursed rubble masonry (first sort )
361	d. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
362	Sandy material
363	e. Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
364	f. Loading and Unloading of Stone Boulder/Stone aggregates/Sand/kankar/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads.
365	g. Loading and Unloading of Cement/Steel/Structural Steel/RC Pipes/Wooden logs/Bricks/Bitumen and timber etc,. by Manual Means and Stacking for hill roads
366	h. Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
367	i) Cement and steel from Likabali to Basar Lead = 91km
368	ii) Sand and stone aggregates from Kamba to Basar Lead =51km
369	iii) Boulders from Dali to Basar. Lead = 14km
370	D. RCC Slab Culvert-1.00 mtr. Span = 2 Nos
371	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and deleterious matter, dressing of sides and bottom and backfilling with approved material.)
372	Ordinary soil, Mannual means Up to 3.00 Mtr depth
373	Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
374	Coursed rubble masonry (first sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).
375	Coursed rubble masonry (first sort )
376	Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
377	RCC Grade M20, Height upto 5m
378	Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification
379	Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
380	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
381	Sandy material
382	Loading and Unloading of Stone Boulder/ Stone aggregates/ Sand/ kankar/ Moorum/ Lime/ Shingle /Surki /Earth /Excavated Rock and Kerb Stones by Manual Means for hill roads.
383	Loading and Unloading of Cement/ Steel/ Structural Steel/ RC Pipes/ Wooden logs/ Bricks/ Bitumen and timber etc,. by Manual Means and Stacking for hill roads
384	Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
385	i) Cement and steel from Likabali to Basar Lead = 91km
386	ii) Sand and stone aggregates from Kamba to Basar Lead =71km
387	iii) Boulders from Dali to Basar. Lead = 14km
388	E. Construction of C.C. Drain = 256.60m
389	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
390	(i) Ordinary soil, A) Manual Means (Depth upto 3 m)
391	Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
392	Loading and Unloading of Stone Boulder/ Stone aggregates/ Sand/ kankar/ Moorum/ Lime/ Shingle /Surki /Earth /Excavated Rock and Kerb Stones by Manual Means for hill roads.
393	Loading and Unloading of Cement/ Steel/ Structural Steel/ RC Pipes/ Wooden logs/ Bricks/ Bitumen and timber etc,. by Manual Means and Stacking for hill roads
394	Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
395	i) Cement and steel from Likabali to Basar Lead = 91km
396	ii) Sand and stone aggregates from Kamba to Basar Lead =51km
397	F. Construction of C.C. foot path (Approach path from Galu road to WTP)
398	a. Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
399	b. Hard Rock
400	c. Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
401	Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
402	Centring and shuttering including strutting, propping etc and removal of form work for:
403	a) Foundation, Footings etc.
404	Proving & Laying CC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering:
405	Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0km
406	Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.40km
407	Mechanical carriage of Sand and shingles to nearest road point for an average lead of 71.0km
408	Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
409	Head load carriage of Quarry materials to work site for an average lead of 0.40km
410	a) Sand & shingles
411	b) Boulder
412	Construction of Approach road(Formation cutting, Stone pitching & RCC cross drainage work) from Head work to WTP (HW -WTP), Main road to Barrage and from Barrage to HW -WTP road
413	A. Formation cutting
414	a. Excavation over areas in:-
415	i) Hard soil
416	ii) Soft Rock
417	iii) Hard Rock requiring chiselling
418	B. C/O RCC Cross drainage work
419	i) Earth work in excavation
420	a) Excavation in hard soil and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
421	b ) Hard Rock
422	ii) Stone soling i/c packing with smaller stone chips.
423	iii) Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
424	iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
425	v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
426	vi) Centering & Shuttering including strutting, propping etc and removal of form work for:
427	a) Foundation, Footings etc.
428	b) Walls etc.
429	c) Suspended floors, roofs, landings etc.
430	vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
431	viii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
432	ix) Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
433	x) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
434	xi) Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
435	xii) Mechanical carriage of Sand to nearest road point for an average lead of 51.0km
436	xiii) Mechanical carriage of Aggregates to nearest road point for an average lead of 51.0km
437	xiv) Mechanical carriage of boulders to nearest road point for an average lead of 14.0 km
438	C. Laying 22.5cm thick stone soling along 3.00m width of entire approach road
439	i) Laying 22.5cm thick stone soling along 3.00m width of entire approach road
440	D. C/O C.C. drain = 3608.0m
441	Earth work excavation in foundation:
442	a) Hard soil
443	b) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
444	c. Stone soling i/c packing with smaller stone chips.
445	d. Collection of boulder within a lead of 200mtrradius at quarry including royalty, monopoly and stacking complete.
446	e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
447	f. Centering & Shuttering including strutting, propping etc and removal of form work for:
448	i) Foundation, Footings etc.
449	ii) Walls etc.
450	g. Proving & Laying CC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
451	h. Proving & Laying CC work 1:2:4 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
452	i) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
453	j) Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
454	k) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.10km
455	l) Mechanical carriage of Sand to nearest road point for an average lead of 51.0km
456	m) Mechanical carriage of Aggregates to nearest road point for an average lead of 51.0km
457	n) Mechanical carriage of boulders to nearest road point for an average lead of 14.0km
458	20 mm dia non-AMC water meter including 20mm pipe length of 30 m house connection.
459	a. 20 mm dia non-AMC water meter.
460	b. Providing and fixing HDPE pipes PE 100 PN 16 including trenching and re-filling etc (external work for distribution network) excluding the cost of HDPE fittings of .Distribution lines
461	20mm

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Integrated Smart Drinking Water Supply To Basar Township And Its Peripherals Settlement 1.6 Mld With Tourism Components In Leparada District, Basar-Arunachal Pradesh

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Integrated Smart Drinking Water Supply To Basar Township And Its Peripherals Settlement 1.6 Mld With Tourism Components In Leparada District, Basar-Arunachal Pradesh

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