Tender For Construction Of Greater Baghmara Water Supply Scheme Phase-Ii, South Garo Hills-Meghalaya

TDR : 55614996

Tender Notice
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South Garo Hills , Meghalaya

Tender Brief : Tender For Construction Of Greater Baghmara Water Supply Scheme Phase-Ii

Document Fees
₹ 25000 /-

EMD
₹ 14000000.0 /-

Tender Value
₹ 140.06 Crore /-

Submission Date
11-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	LAYING OF M S TRANSMISSION PIPELINE FROM WTP TO MBR,S
2	No1.Jungle clearing 1.5m wide both side of the alignment including cutting, mulli bamboo clumps, uprooting stems and trees below 500mm gut and removing outside the roadway limit as directed- Heavy Jungle
3	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted. a) In ordinary soil 40% of total quantity b) Hard soil or soil mixed with morum gravel 40% of the total quantity c) Hard rock 20% of total quantity
4	a) In ordinary soil 40% of total quantity
5	b) Hard soil or soil mixed with morum gravel 40% of the total quantity
6	c) Hard rock 20% of total quantity
7	No.3Sand filling in trenches and in plinth in 20cm layers including ramming, watering, consolidation complete as directed
8	No.4 Manufacturing, supply & Laying of ERW Mild steel pipes conforming to IS:3589 and having thickness of 9.5mm below ground or above ground. The work is inclusive of carriage of pipes from store to site within 8km distance, fabrication of bends and Tees including supply and fabrication of flanges, etc. Trenching, sand filling, earth filling, providing pipe supports, anchor blocks and supply and installation of valves is exclusive and shall be paid extra.
9	350mm dia
10	300mm dia
11	250mm dia
12	200mm dia
13	Supply & Laying of G.I pipes in trenches including carriage of pipes from stock yard to site within a distance of 8km. Except socket joints, all fittings required for the work will be paid extra s per current schedule of rates. Trenching and earth filling is also exclusive and shall be paid extra.( Medium Quality) 150 mm dia, G.I Pipe
14	No.5Handling of MS pipes i.e carrying, stacking & placing them by the side of the pipe alignment all complete as directed
15	350 mm dia
16	300 mm dia
17	250 mm dia
18	200 mm dia
19	No.6 Providing Coating and wrapping for external anticrossive painting of M.S. pipe after thorough clearing of outside surface including removal of spoils and rust providing priming coat of drying onamel paint atmospheric temperature and wraping with fibre glass of paper all complete..
20	350 mm dia
21	300 mm dia
22	250 mm dia
23	200 mm dia
24	No.7Lowering operation & carrying of MS pipe into trench and centering it along the directed alignment
25	350mm dia
26	300mm dia
27	250mm dia
28	200mm dia
29	No.8 Providing electric arc welding to joints after cutting, leveling the edges of MS pipes including the use of necessary machines and testing of joints to 1000 psi all complete as directed
30	350 mm dia
31	300 mm dia
32	250 mm dia
33	200 mm dia
34	No.9 Extra for supply & fitting s and Specials @ 10% cost of GI Pipes from Sl.1.12
35	No.10 Extra for labour for earth filling in layers not exceeding 20 cm thick with soils obtained from cutting in excavation of site, breaking ofclods including dressing, sectioning and ramming and carriage within 30m lead, (Earthwork excavation qty,Deduct pipe volume & Deduct sand bedding).
36	No.11 Supply, fitting,fixing in position CI D/F sluice valave with top cap and hand wheel up to 10 Kg per sq.cm pressure including supplying of nuts,bolts,rubber insertion sheet washer etc. and carriage within a distance of 8 km and all other jointing materials etc compltete as directed. for control valves (Note:- one number in each 1000 meters length of pipe)
37	350 mm dia
38	300 mm dia
39	250 mm dia
40	200 mm dia
41	150 mm dia
42	No.12Supply including carriage within a distance of 8 km, fitting and fixing CI Double air valve flanged end including upplying nuts,bolts,rubber washer, one blank flange making holes and all other jointing ,aterials etc complete as direted. (CI D/F Air Valve ( one number in each 500 m length of pipe line )
43	100 mm dia
44	80 mm dia
45	65 mm dia
46	50 mm dia
47	40 mm dia
48	No.13 Supply, fitting,fixing in position CI D/F sluice valave with top cap and hand wheel up to 10 Kg per sq.cm pressure including supplying of nuts,bolts,rubber insertion sheet washer etc. and carriage within a distance of 8 km and all other jointing materials etc compltete as directed. for scour valves (CI sluice valves)
49	200 mm dia
50	150 mm dia
51	100 mm dia
52	No.14 Carriage of M.S. pipe from P.H.E. store to work site by truck & by head load including loading unloading,Valves etc.
53	By Truck load -20Km
54	By Head load -2Km
55	No.15Construction of Sluice Valve Chamber with 25 cm stone wall in prop 1:4 cement mortar for sluice valve with 6 mm thick M S plate cover with hinges and locking arrangement including earthwork in excavation for foundation in prop 1 ; 3:6 and 12 mm thick cement plaster inside the chamber in prop 1: 3 finished with neat cenment all complette as per drawing and direction
56	For 200 mm dia up to 300 mm dia Sluice vlave dimension 1.00 m X 1.00m X 1.00m Material procured by the contractor
57	For 80 mm dia up to150 mm dia Sluice vlave dimension 0.80 m X 1.00m X 1.00m Material procured by the contractor
58	No.16Construction of Air Valve Chamber with 25 cm stone wall in prop 1:6 cement mortar over 7.5 cm thick RCC in foundation in prop 1: 3: 6 including earthwork in excavation and 12 mm thick plaster inside the chamber in prop 1:3 finished with neat cement including 10 cm thick RCC slab cover in prop 1:2:4 with 12 mm rod 150 mm dia c/c both ways and keep 4 nos 25 mm dia GI pipe 1 . 0 m length leading to the nearest drain to escape the water all complete as per drawing and design. (for 80mm to 200mm, inside dimension 0.8mx0.8mx 0.5m (material procured by thecontractor)
59	No.17 Construction of RCC Anchor Block with PCC base of prop-1:4:8, wall of RCC in proportion 1:2:4 with TS reinforcement, including shuttering, for 500 mm dia pipe all complete.Providing anchor blocks placed 2.5 m apart with 120 cm X 120 CM X 10 cm PCC based in proportion 1 : 3 over whih 120 CM X 120 CM x 20 CM footing in prop 1 : 2 : 4 and 80 cm x 80cm pillar in prop 1 ; 2: 4 reinforced with 8 mm dia T.S. rod @ 15 cm c/c both ways at bottom and 4 Nos of vertical 12 mm dia M.S. rod with 6mm dia MS stirrups @ 15 cm c/c/ on top including 12 mm thick plastering in prop 1:3 with foundation earth cutting shuttering curing etc all complete as per direction.
60	For 350 mm dia up to 750 mmdia pipes materials procured by the contractor
61	For 150 mm dia up to 300 mmdia pipes materials procured by the contractor
62	No.18 Providing RCC supporting pillar placed 2.5 m apart with 65 cm X 65 CM x15 Cm PCC based in proportion 1 : 3 over which 65 cm X 65CM x 15 Cm Footing in prop 1 : 2 : 4 and 25 cm X 25 CMx pillar in prop 1: 2: 4 reinforced with 8mm di T>S > rod @ 15 Cm C?C both ways at bottom and 4 Nos of vertical 12 mm dia M.S rod with 6 mm dia MS stirrups @15 cm C?C on top including 12 mm thick plastering in prop 1 : 3 with foundation earth cutting shuttering curing etc. all complete as per direction (For 125 mm dia to 150 mm dia pipes Materials proured by the contracter)
63	CONSTRUCTION OF MBR- 1 ,393 KL OHSR FEEDING TO OZ - 1,2,5 & 6 LOCATED AT WARD -6
64	No1.Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
65	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
66	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed asdirected
67	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
68	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
69	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it afterconcrete hard etc all complete as directed
70	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
71	No.8 Hand Railing:- Bottom Gallery,Top slab & Staircase
72	No.9 Puddle pipes & Vents
73	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
74	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & .Total External Plastering)
75	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well-Inside painting with food grade Epoxy
76	No.13 External painting:-
77	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply of tying wire 20g complete as directed. (Reinforcement Steel -At 150 kg steel for one Cum of concrete)
78	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.(Ms Ladder 450 mm wide)
79	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
80	Excavation
81	Boulder soling
82	PCC(1:3:6)
83	Rubble masonry
84	Brick Masonry
85	Plastering
86	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
87	Reinforcement @ 100kg/cum
88	Fencing on top of wall
89	Painting
90	Miscellaneous like carraige of materials
91	CONSTRUCTION OF MBR- 2 ,443 KL OHSR FEEDING TO OZ - 3,4,7 & 8 LOCATED AT WARD -4
92	No.1Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
93	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
94	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed asdirected
95	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
96	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs (excluding shuttering and reinforcement) and curing complete.
97	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it afterconcrete hard etc all complete as directed
98	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
99	No.8 Hand Railing:- Bottom Gallery
100	No.9 Puddle pipes & Vents
101	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
102	No.11Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & .Total External Plastering)
103	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
104	No.13 External painting:-
105	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
106	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed
107	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
108	Excavation
109	Boulder soling
110	PCC(1:3:6)
111	Rubble masonry
112	Brick Masonry
113	Plastering
114	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
115	Reinforcement @ 100kg/cum
116	Fencing on top of wall
117	Painting
118	No.17 Miscellaneous like carraige of materials
119	CONSTRUCTION OF MBR- 3 ,589 KL OHSR FEEDING TO OZ - 9,10,11,12 &13 and MBR 1 part LOCATED AT WARD -13
120	No.1Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
121	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
122	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed asdirected
123	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
124	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs (excluding shuttering and reinforcement) and curing complete.
125	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it afterconcrete hard etc all complete as directed
126	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
127	No.8 Hand Railing:- Bottom Gallery
128	No.9 Puddle pipes & Vents
129	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
130	No.11Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & .Total External Plastering)
131	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
132	No.13 External painting:-
133	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
134	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed
135	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
136	Excavation
137	Boulder soling
138	PCC(1:3:6)
139	Rubble masonry
140	Brick Masonry
141	Plastering
142	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
143	Reinforcement @ 100kg/cum
144	Fencing on top of wall
145	Painting
146	No.17 Miscellaneous like carraige of materials
147	CONSTRUCTION OF OHSR ,125 KL FEEDING TO 5 VILLAGES LOCATED AT LOTNAGAR
148	No.1Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
149	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
150	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed asdirected (300 thick rubble soling)
151	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
152	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs (excluding shuttering and reinforcement) and curing complete.
153	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it afterconcrete hard etc all complete as directed
154	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
155	No.8 Hand Railing:- Bottom Gallery
156	No.9 Puddle pipes & Vents
157	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
158	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & .Total External Plastering)
159	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
160	No.13 External painting:-
161	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
162	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed
163	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
164	Excavation
165	Boulder soling
166	PCC(1:3:6)
167	Rubble masonry
168	Brick Masonry
169	Plastering
170	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
171	Reinforcement @ 100kg/cum
172	Fencing on top of wall
173	Painting
174	No.17 Miscellaneous like carraige of materials
175	LAYING OF FEEDER MAINS FROM MBRS TO OZ (1 TO 9)
176	No.1Jungle clearing 1.5m wide both side of the alignment including cutting, mulli bamboo clumps, uprooting stems and trees below 500mm gut and removing outside the roadway limit as directed- Heavy Jungle
177	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
178	a) In ordinary soil 40% of total quantity
179	b) Hard soil or soil mixed with morum gravel 40% of the total quantity
180	c) Hard rock 20% of total quantity
181	No.3 Sand filling in trenches and in plinth in 20cm layers including ramming, watering, consolidation complete as directed
182	No.4 Manufacturing, supply & Laying of ERW Mild steel pipes conforming to IS:3589 and having thickness of 9.5mm below ground or above ground. The work is inclusive of carriage of pipes from store to site within 8km distance, fabrication of bends and Tees including supply and fabrication of flanges, etc. Trenching, sand filling, earth filling, providing pipe supports, anchor blocks and supply and installation of valves is exclusive and shall be paid extra.
183	250 mm dia
184	200 mm dia
185	No.5 Supply & Laying of G.I pipes in trenches including carriage of pipes from stock yard to site within a distance of 8km. Except socket joints, all fittings required for the work will be paid extra s per current schedule of rates. Trenching and earth filling is also exclusive and shall be paid extra.( Medium Quality)
186	150 mm dia
187	125 mm dia
188	100 mm dia
189	No.6 Handling of MS pipes i.e carrying, stacking & placing them by the side of the pipe alignment all complete as directed
190	250 mm dia
191	200 mm dia
192	No.7 Providing Coating and wrapping for external anticrossive painting of M.S. pipe after thorough clearing of outside surface including removal of spoils and rust providing priming coat of drying onamel paint atmospheric temperature and wraping with fibre glass of paper all complete..(For-250 mm dia& 200 mm dia)
193	No.8 Lowering operation & carrying of MS pipe into trench and centering it along the directed alignment
194	250 mm dia
195	200 mm dia
196	No.9 Providing electric arc welding to joints after cutting, leveling the edges of MS pipes including the use of necessary machines and testing of joints to 1000 psi all complete as directed
197	250 mm dia
198	200 mm dia
199	No.10 Extra for supply & fitting s and Specials @ 10% cost of G.I Pipes (from Sl. 6.11,6.12 &6.13)
200	No.11 Extra for labour for earth filling in layers not exceeding 20 cm thick with soils obtained from cutting in excavation of site, breaking of clodsincluding dressing, sectioning and ramming and carriage within 30m lead
201	No.12 Supply, fitting,fixing in position CI D/F sluice valave with top cap and hand wheel up to 10 Kg per sq.cm pressure including supplying of nuts,bolts,rubber insertion sheet washer etc. and carriage within a distance of 8 km and all other jointing materials etc compltete as directed. for control valves / CI D/F Sluice valve (Note:- one number in each 1000 meters length of pipe)
202	250 mm dia
203	200 mm dia
204	150 mm dia
205	125 mm dia
206	100 mm dia
207	No.13 Supply including carriage within a distance of 8 km, fitting and fixing C>I Double air valve flanged end including upplying nuts,bolts,rubber washer, one blank flange making holes and all other jointing ,aterials etc complete as direted. CI D/F Air Valve ( one number in each 500 m length of pipe line )
208	50 mm dia
209	40 mm dia
210	No.14 Supply, fitting,fixing in position CI D/F sluice valave with top cap and hand wheel up to 10 Kg per sq.cm pressure including supplying of nuts,bolts,rubber insertion sheet washer etc. and carriage within a distance of 8 km and all other jointing materials etc compltete as directed. for scour valves
211	125 mm dia
212	100 mm dia
213	80 mm dia
214	No.15 Carriage of M.S. pipe from P.H.E. store to work site by truck & by head load including loading unloading etc
215	By Truck load -20Km
216	By Head load -2Km
217	No.16 Construction of Sluice Valve Chamber with 25 cm stone wall in prop 1:4 cement mortar for sluice valve with 6 mm thick M S plate cover with hinges and locking arrangement including earthwork in excavation for foundation in prop 1 ; 3:6 and 12 mm thick cement plaster inside the chamber in prop 1: 3 finished with neat cenment all complette as per drawing and direction
218	For 200 mm dia up to 300 mm dia Sluice vlave dimension1.00 m X 1.00m X 1.00m Material procured by the contractor
219	For 80 mm dia up to150 mm dia Sluice vlave dimension0.80 m X 1.00m X 1.00m Material procured by the contractor
220	No.17 Construction of Air Valve Chamber with 25 cm stone wall in prop 1:6 cement mortar over 7.5 cm thick RCC in foundation in prop 1: 3: 6 including earthwork in excavation and 12 mm thick plaster inside the chamber in prop 1:3 finished with neat cement including 10 cm thick RCC slab cover in prop 1:2:4 with 12 mm rod 150 mm dia c/c both ways and keep 4 nos 25 mm dia GI pipe 1 . 0 m length leading to the nearest drain to escape the water all complete as per drawing and design.
221	No.18 Construction of RCC Anchor Block with PCC base of prop-1:4:8, wall of RCC in proportion 1:2:4 with TS reinforcement, including shuttering, for 500 mm dia pipe all complete.Providing anchor blocks placed 2.5 m apart with 120 cm X 120 CM X 10 cm PCC based in proportion 1 : 3 over whih 120 CM X 120 CM x 20 CM footing in prop 1 : 2 : 4 and 80 cm x 80cm pillar in prop 1 ; 2: 4 reinforced with 8 mm dia T.S. rod @ 15 cm c/c both ways at bottom and 4 Nos of vertical 12 mm dia M.S. rod with 6mm dia MS stirrups @ 15 cm c/c/ on top including 12 mm thick plastering in prop 1:3 with foundation earth cutting shuttering curing etc all complete as per direction.
222	No.19 Providing RCC supporting pillar placed 2.5 m apart with 65 cm X 65 CM x15 Cm PCC based in proportion 1 : 3 over which 65 cm X 65CM x 15 Cm Footing in prop 1 : 2 : 4 and 25 cm X 25 CMx pillar in prop 1: 2: 4 reinforced with 8mm di T>S > rod @ 15 Cm C?C both ways at bottom and 4 Nos of vertical 12 mm dia M.S rod with 6 mm dia MS stirrups @15 cm C?C on top including 12 mm thick plastering in prop 1 : 3 with foundation earth cutting shuttering curing etc. all complete as per direction
223	CONSTRUCTION OF OZ - 1 ,331 KL OHSR FEEDING TO WARD -1 LOCATED AT WARD
224	Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
225	Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
226	Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
227	Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
228	Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
229	Providing shuttering with dress plank of not less than 25 mm thick and removal of it after concrete hard etc all complete as directed
230	Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
231	Hand Railing:- Bottom Gallery-Top slab & Staircase
232	Puddle pipes & Vents
233	Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
234	Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & Total External Plastering)
235	Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
236	External painting:-
237	Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
238	Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.
239	Compound Wall - 1.5 mtr Height, 120 mtr
240	Excavation
241	Boulder soling
242	PCC(1:3:6)
243	Rubble masonry
244	Brick Masonry
245	Plastering
246	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
247	Reinforcement @ 100kg/cum
248	Fencing on top of wall
249	Painting
250	Miscellaneous like carraige of materials
251	CONSTRUCTION OF OZ -2 ,190 KL OHSR FEEDING TO WARD --2 LOCATED AT WARD--2
252	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
253	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
254	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
255	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
256	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
257	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it after concrete hard etc all complete as directed
258	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
259	No.8 Hand Railing:- Bottom Gallery-Top slab & Staircase
260	No.9 Puddle pipes & Vents
261	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
262	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & Total External Plastering)
263	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
264	No.13 External painting:-
265	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
266	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.
267	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
268	Excavation
269	Boulder soling
270	PCC(1:3:6)
271	Rubble masonry
272	Brick Masonry
273	Plastering
274	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
275	Reinforcement @ 100kg/cum
276	Fencing on top of wall
277	Painting
278	No.17 Miscellaneous like carraige of materials
279	CONSTRUCTION OF OZ - 3 ,532 KL OHSR FEEDING TO WARD --5 & 6 LOCATED AT WARD -6
280	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
281	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
282	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
283	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
284	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
285	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it after concrete hard etc all complete as directed
286	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
287	No.8 Hand Railing:- Bottom Gallery-Top slab & Staircase
288	No.9 Puddle pipes & Vents
289	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
290	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & Total External Plastering)
291	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
292	No.13 External painting:-
293	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
294	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.
295	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
296	Excavation
297	Boulder soling
298	PCC(1:3:6)
299	Rubble masonry
300	Brick Masonry
301	Plastering
302	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
303	Reinforcement @ 100kg/cum
304	Fencing on top of wall
305	Painting
306	No.17 Miscellaneous like carraige of materials
307	CONSTRUCTION OF OZ- 4 ,412 KL OHSR FEEDING TO WARDS - 3&4 LOCATED AT WARD -4
308	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
309	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
310	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
311	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
312	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
313	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it after concrete hard etc all complete as directed
314	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
315	No.8 Hand Railing:- Bottom Gallery-Top slab & Staircase
316	No.9 Puddle pipes & Vents
317	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
318	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & Total External Plastering)
319	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
320	No.13 External painting:-
321	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
322	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.
323	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
324	Excavation
325	Boulder soling
326	PCC(1:3:6)
327	Rubble masonry
328	Brick Masonry
329	Plastering
330	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
331	Reinforcement @ 100kg/cum
332	Fencing on top of wall
333	Painting
334	No.17 Miscellaneous like carraige of materials
335	CONSTRUCTION OF OZ -5 ,228 KL OHSR FEEDING TO WARD ---7 LOCATED AT WARD---7
336	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
337	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
338	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
339	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
340	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
341	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it after concrete hard etc all complete as directed
342	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
343	No.8 Hand Railing:- Bottom Gallery-Top slab & Staircase
344	No.9 Puddle pipes & Vents
345	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
346	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & Total External Plastering)
347	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
348	No.13 External painting:-
349	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
350	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.
351	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
352	Excavation
353	Boulder soling
354	PCC(1:3:6)
355	Rubble masonry
356	Brick Masonry
357	Plastering
358	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
359	Reinforcement @ 100kg/cum
360	Fencing on top of wall
361	Painting
362	No.17 Miscellaneous like carraige of materials
363	CONSTRUCTION OF OZ - 6 ,542 KL OHSR FEEDING TO WARD --8 LOCATED AT WARD - 8
364	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
365	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
366	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
367	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
368	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
369	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it after concrete hard etc all complete as directed
370	No.8 Hand Railing:- Bottom Gallery-Top slab & Staircase
371	No.9 Puddle pipes & Vents
372	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
373	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & Total External Plastering)
374	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
375	No.13 External painting:-
376	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
377	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.
378	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
379	Excavation
380	Boulder soling
381	PCC(1:3:6)
382	Rubble masonry
383	Brick Masonry
384	Plastering
385	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
386	Reinforcement @ 100kg/cum
387	Fencing on top of wall
388	Painting
389	No.17 Miscellaneous like carraige of materials
390	CONSTRUCTION OF OZ-7 503 KL GLBR FEEDING TO WARDS 9 & 10 LOCATED AT WARD -10
391	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
392	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
393	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
394	No.4 Providing and laying cement concrete in prop 1: 2:4 corresponding to M15 with very hard stone or river shingles aggregate of 20 mm down graded including carriage of stone & sand within a distance of 200mtrs ( excluding shuttering and reinforcement) and curing
395	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
396	No.6 Providing shuttering with dressed planks not less than 25m thick properly joined including batten props to the proper level and removing the same after the concrete hardens as directed
397	No.7 Hand Railing:-
398	No.8 Puddle pipes & Vents
399	No.9 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
400	No.10 Providing cement plaster including clearing the surface and curing complete.
401	No.11 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well
402	No.12 External painting:-
403	No.13 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply of tying wire 20g complete as directed.
404	No.14 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guard rail all complete as directed.
405	No.15 Compound Wall - 1.5 mtr Height, 120 mtr
406	Excavation
407	Boulder soling
408	PCC(1:3:6)
409	Rubble masonry
410	Brick Masonry
411	Plastering
412	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
413	Reinforcement @ 100kg/cum
414	Fencing on top of wall
415	Painting
416	No.16 Miscellaneous like carraige of materials
417	CONSTRUCTION OF OZ-8 503 KL GLBR FEEDING TO WARDS 11 & 13 LOCATED AT WARD -13
418	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
419	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
420	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed (300 thick rubble soling)
421	No.4 Providing and laying cement concrete in prop 1: 2:4 corresponding to M15 with very hard stone or river shingles aggregate of 20 mm down graded including carriage of stone & sand within a distance of 200mtrs ( excluding shuttering and reinforcement) and curing
422	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
423	No.6 Providing shuttering with dressed planks not less than 25m thick properly joined including batten props to the proper level and removing the same after the concrete hardens as directed
424	No.7 Hand Railing:-
425	No.8 Puddle pipes & Vents
426	No.9 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
427	No.10 Providing cement plaster including clearing the surface and curing complete.
428	No.11 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well -(Inside painting with food grade Epoxy)
429	No.12 External painting:-
430	No.13 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply of tying wire 20g complete as directed.
431	No.14 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guard rail all complete as directed.
432	No.15 Compound Wall - 1.5 mtr Height, 120 mtr
433	Excavation
434	Boulder soling
435	PCC(1:3:6)
436	Rubble masonry
437	Brick Masonry
438	Plastering
439	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
440	Reinforcement @ 100kg/cum
441	Fencing on top of wall
442	Painting
443	No.16 Miscellaneous like carraige of materials
444	CONSTRUCTION OF OZ - 9 ,271 KL OHSR FEEDING TO Ward -12 LOCATED AT WARD 12
445	No.1 Jungle cleaning 1.5m wide both sides of the alignment including cutting mulli bamboo nad bamboo clumps uprooting stumps and trees below 500mm girth and removing outside the road way limit as directed.
446	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
447	No.3 Providing 100 mm thick stone soling with approved quality of stone including ramming etc all completed as directed
448	No.4 Providing and laying C C work in proportion 1 : 3 : 6 corresponding M 15 with hard stone or river shingles aggregate at 20mm down graded including curing and sand within 200 mtrs ( excluding shuttering reinforcement ) complete.
449	No.5 Providing and laying cement concrete in proportion 1 : 11/2 : 3 corresponding to M20 with very hard stone or river shingles aggregate of 20 mm down graded including carraige of stone and sand within 200 mtrs ( excluding shuttering and reinforcement) and curing complete.
450	No.6 Providing shuttering with dress plank of not less than 25 mm thick and removal of it after concrete hard etc all complete as directed
451	No.7 Providing scaffolding including making necessary arrangement for supply of jade bamboo,coconut rope etc. complete ( only for overhead tank above 3.00 m above GL )
452	No.8 Hand Railing:- Bottom Gallery-Top slab & Staircase
453	No.9 Puddle pipes & Vents
454	No.10 Extra for labour for earth filling in layers not exceeding 2 cm thick with soils obtained from cutting in excavation of site reaking of clods including dressing,sectioning and ramming and carraige within 30 m lead
455	No.11 Providing cement plaster including clearing the surface and curing complete.(Total Internal Plastering & Total External Plastering)
456	No.12 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming caot , preparation of surface etc. complete.inside well (Inside painting with food grade Epoxy)
457	No.13 External painting:-
458	No.14 Supplying,fitting,fixing including bindidng cranking to the design Tor steel reinforcement including supply oftying wire 20g complete as directed.
459	No.15 Supplying,fitting,fixing MS ladder of 40cm wide with MS anle and 16 mm dia MS round bars including guardrail all complete as directed.
460	No.16 Compound Wall - 1.5 mtr Height, 120 mtr
461	Excavation
462	Boulder soling
463	PCC(1:3:6)
464	Rubble masonry
465	Brick Masonry
466	Plastering
467	RCC Columnn at 10 mtr c/c ( 1 : 2:4 )
468	Reinforcement @ 100kg/cum
469	Fencing on top of wall
470	Painting
471	No.17 Miscellaneous like carraige of materials
472	LAYING OF DISTRIBUTION PIPELINE FROM OZ'S TO HOUSEHOLDS
473	No.1 Jungle clearing 1.5m wide both side of the alignment including cutting, mulli bamboo clumps, uprooting stems and trees below 500mm gut and removing outside the roadway limit as directed- Heavy Jungle
474	No.2 Earthwork in Excavation to the proper level and grade including light dressing and stacking of serviceable stone as directed and removal of spoils up to 30m and all lifted.
475	a) In ordinary soil 40% of total quantity
476	b) Hard soil or soil mixed with morum gravel 40% of the total quantity
477	c) Hard rock 20% of total quantity
478	No.3 Sand filling in trenches and in plinth in 20cm layers including ramming, watering, consolidation complete as directed
479	No.4 Manufacturing, supply & Laying of ERW Mild steel pipes conforming to IS:3589 and having thickness of 9.5mm below ground or above ground. The work is inclusive of carriage of pipes from store to site within 8km distance, fabrication of bends and Tees including supply and fabrication of flanges, etc. Trenching, sand filling, earth filling, providing pipe supports, anchor blocks and supply and installation of valves is exclusive and shall be paid extra.(9.5 mm thick M.S. pipe)
480	300 mm dia
481	250 mm dia
482	200 mm dia
483	No.5 Supply & Laying of G.I pipes in trenches including carriage of pipes from stock yard to site within a distance of 8km. Except socket joints, all fittings required for the work will be paid extra s per current schedule of rates. Trenching and earth filling is also exclusive and shall be paid extra.( Medium Quality)
484	150 mm dia
485	125 mm dia
486	100 mm dia
487	80 mm dia
488	No.6 Handling of MS pipes i.e carrying, stacking & placing them by the side of the pipe alignment all complete as directed
489	300 mm dia
490	250 mm dia
491	200 mm dia
492	No.7 Providing Coating and wrapping for external anticrossive painting of M.S. pipe after thorough clearing of outside surface including removal of spoils and rust providing priming coat of drying onamel paint atmospheric temperature and wraping with fibre glass of paper all complete..
493	No.8 Lowering operation & carrying of MS pipe into trench and centering it along the directed alignment
494	300 mm dia
495	250 mm dia
496	200 mm dia
497	No.8 Providing electric arc welding to joints after cutting, leveling the edges of MS pipes including the use of necessary machines and testing of joints to 1000 psi all complete as directed
498	300 mm dia
499	250 mm dia
500	200 mm dia

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Tender For Construction Of Greater Baghmara Water Supply Scheme Phase-Ii, South Garo Hills-Meghalaya

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