Tender For Construction Of 24X7 Water Supply Scheme In Selected Wards Of 10 Nos. City Of Ghaziabad And Meerut Circle, Ghaziabad-Uttar Pradesh

TDR : 41567565

Tender Notice
BOQ

Expired

Ghaziabad , Uttar Pradesh

Tender Brief : Tender For Construction Of 24X7 Water Supply Scheme In Selected Wards Of 10 Nos. City Of Ghaziabad And Meerut Circle

Document Fees
₹ 23600 /-

EMD
₹ 8369000.0 /-

Tender Value
₹ 83.68 Crore /-

Submission Date
08-02-2024

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	PART-A CIVIL WORKS
2	PART- A-1 NNM Meerut
3	900 Kl 22/M Staging (C.I. D/F pipe - Inlet 150 mm dia pipe 2 nos, -outlet 300 mm dia pipe-1 no &300 mm dia pipe -1 no, overflow 300 mm dia pipe -1 no, washout 150 mm dia pipe -1 no ) including all necessary safety arrangementfor avoid any accidents .The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity.
4	Design, Supply of all materials labour T&P etc. required for complete construction of R.C.C. Over Head Tank of followingcapacity and staging as specified in bid document as per direction of Engineer-in-charge. The key feature, but not limited to, pertaing to design and construction of OHT are as follows: 1. The finished floor level of OHT shall be min 0.3m above the finished ground level of the campus. 2. Soil investigation and bearing capacity.3. Structural design and drawing confirming to IS: 456, IS: 3370, IS: 1893, IS: 875 & Other relevant IS Code.4. Grade of concrete M30 for water retaining structure and concrete grade for other components shall not be less then M25.5. Saprete two column based RCC stair case of width minimum 1m.6. 1m wide R.C.C. M30 balcony, SS ladderinside the tank from top dome to bottom dome shall be made of 50x50x6 mm angle section with hand rails of 20mm SS pipes. The grade shall be SS 316.7. Railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m.8. Proper ventilator at top dome in circular shape of 1.2 m dia.9. Food Grade epoxy coating of FOSROC / Ciba-Geigy or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder.10. Repairs of pin holes, unevenness of all concrete surface. 11. Ultra Sonic Water level indicator fabricated with sensor connecting to automation.
5	12. Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966.13. C.I. manhole of min 60x60cm size with locking arrangement.14. Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflowand washoutwith Bell Mouth as per latest / relevant I.S. specifications withall jointing materials for proper completion of work.15. Construction of 120mm thick RCC floorin 1:1.5:3 with cement, coarse sand, approved stone gritand reinforcement t@8mm dia @250mm c/c both way over 100mm thick PCC 1:4:8. 16. Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing.17. Supply of 200 mm dia PVC pipefor disposal of water from washout chamber to suitable point outside the water works compound. 18.MS steel box type enclosure ofat the entrance of the staircase having locking arrangements.For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determined after soil investigation / 8 tonne/sqm.Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work.
6	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.60x3.00x3.00)m cum Chlorinating room size (2.25 x2.25x3.0) m as per departmental type design , drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge
7	Provide all materials, labour, T&P etc. complete and construct office cum lab as per type design and drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
8	(1001)Excavationinfoundationinordinary soil (loam, clay or sand ) including lift up to 1.50m&leadupto50m,refilling,watering and ramming of excavated earth into the trenches or space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50m from the center of the foundation trenches.
9	(1009)Concretewith40mmgaugebrick ballast, local sand and cement in proportion in 8:4:1 in foundationincluding supply of all material,labour T & P etc. required for proper completion of work.
10	(1029) Ist. Class brick work in 1:6 cementand local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work.
11	(1054) 20 mm thick D.P.C.with cement and approvedcoarsesand1:2including5% waterproofing materialor inproportion as specied by the manufactures including supply of all material,labour T & P etc. required for proper completion of work.
12	(1029+1035+1036)Ist.Classbrickworkin 1:6 cement and local mortar in super structureincludingsupplyofall material,labour T & P etc.required for proper completion of work.Ist.
13	(1031+1035+1036+1037)Same as item above but half brick work in 1:4 cement and sand mortar
14	(1149) Supply and fixing of M.S. angle iron chaukhatsof40mmx40mmx5mmwith M.S. sheet door shutter including simple moulding straighting work as in chaukhats and also supply of all material,labour T & P etc.required for proper completion of work.
15	Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work.
16	(1025) R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.50:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thickbindingwireandthecostofbinding wire and including necessary centering and shuttering supply of all material,labour T&P etc. required for proper completion of work.
17	(1025) Same as above but in slab
18	(1151) M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of thework includingsupply of steel and its wastage.
19	SupplyandfixingofZ-Sectionsection window frames and Shutters openable outside as per drawing and design approved by E/I, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets weldedorrivetedtoframecomplete including the cost of Glass Panes & including supplyofallmaterial,labourT&P etc. required for proper completion of work.
20	(1190) 12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T&P etc. required for propercompletion of work.
21	(1188 & 1191) Same as above but in proportion1:4withcement andlocal sand mortar over ceiling.
22	(1202)25mmthick1:2:4plaincement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement including 75 mm thick base concrete consistingofcementlocalsandandIst. Class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all material,labour T & P etc. required for proper completion of work.
23	(supply and fixing of country tile in Apron.
24	Supply and fix 3 mm glass strips in position including supply of all material,labour T&P etc. required for proper completion of work.
25	(1232&1233)Paintingorvarnishingnew work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work.
26	(1253)Whitewashingthreecoatincluding supplyofallmaterial,labourT&Petc. required for proper completion of work.
27	Finishing walls with water proof cement paint of approved make and quality on new work with two coatsto givean evenshade including supply of all material,labour T&P etc. required for proper completion of work.
28	(1046) 115 mm string or drip coarse of Ist.Class brick in 1:6 cement and local sand mortar including plastering, cutting drip notch as required and including supply of all material,labour T&P etc. required for proper completion of work.
29	(1004)Sandfillinginplinthin including supplyofallmaterial,labourT&Petc. required for proper completion of work.
30	(1167)Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material ,labour T & P etc. required for proper completion of work.
31	Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material ,labour T&P etc. complete.
32	Supplyandfixingoffanhooksboxtype including supplyofallmaterial,labourT&P etc. complete.
33	provision for internal electrification including supplyofallmaterial,labour,T&Petc. complete.
34	provision for water supply and sanitary works includingsupplyofallmaterial,labour,T&P etc. complete(10% of item 1 to 26)
35	Leveling , dressing and other unforeseen items
36	Rising Main
37	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
38	200 mm dia D.I. Class-K7
39	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
40	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.( including making By Pass arrangement )
41	200 mm dia D.I. Class-K7
42	Supply& fixing of following sizes of C.I. Double flanged sluice valves as per I.S: 780/1969 class - 1 F.O.R. destination and insurance.
43	200 mm dia.
44	Supply and fixing of C.I. Double orifice type air valve 20 mm dia F.O.R. destination
45	Supply of all materials, labour T&P and construct masonry type sluice valve chamber as per departmental type design..
46	Sluice valve chambers
47	Air valve chambers
48	Dismantling of Following type of roadsurfaces for laying of pipelineincluding sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m including making motorable road laying of rising main as per instructions of Engineer -in -charge.
49	Bituminous road
50	C.C.Interlocking Road
51	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
52	Construction of Bitumin Road as per dismantled pre existing road.
53	C.C.Interlocking Road as per dismantled pre existing road.
54	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
55	Construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone aggregate (20 mm nominal size) including shuttering and excluding reinforcement, as per technical requirements.
56	Providing mild steel reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
57	Distribution system & appurtenant works (For DMA-1)
58	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
59	150 mm dia ( D.I. pipes (K-7)
60	200 mm dia ( D.I. pipes (K-7)
61	300 mm dia(D.I. pipes (K-7)
62	Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge.
63	110 mm dia HDPE pipe PN 6: class PE 100
64	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
65	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7/K-9 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.
66	150 mm dia ( D.I. pipes (K-7)
67	200 mm dia ( D.I. pipes (K-7)
68	300 mm dia(D.I. pipes (K-7)
69	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings.
70	91.80mm (110mm O.D.) HDPE pipes
71	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
72	Scour valve-100 mm dia
73	AIR valve-200 mm dia
74	FIRE HYDRANT - 80 mm dia
75	Dismantling of Following type of surfaces for laying of pipeline including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50mincluding making motorable road laying of pipe line as per instructions of Engineer -in -charge.
76	Bituminous road
77	C.C.Interlocking Tiles
78	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline and making house connections including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
79	Construction of Bitumin Road as per dismantled pre existing road
80	C.C. Interlocking Road as per dismantled pre existing road
81	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
82	Scour valve-100 mm dia
83	AIR valve-200 mm dia
84	FIRE HYDRANT
85	Providing and making Single Tap ferrule house connection in following dia distribution main with fixing of saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule for making connection with distribution pipe line other than HDPE), connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE 100/PN 12.5) and 20 mm dia (OD) G.I. pipe class B upto house holder also including dismantling and reinstatement of roads, excavation of pit/trenches, supply of all fittings materials, labour, T&P etc. all work complete as per Type & Design Drawing and direction of engineer in charge.
86	110mmHDPE pipes
87	150 mm dia D.I. (K-7) pipes
88	200mm dia D.I. (K-7) pipes
89	300mm dia D.I. (K-7) pipes
90	Distribution system & appurtenant works (For DMA-2)
91	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
92	150 mm dia ( D.I. pipes (K-7)
93	200 mm dia ( D.I. pipes (K-7)
94	250 mm dia(D.I. pipes (K-7)
95	Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge.
96	110 mm dia HDPE pipe PN 6: class PE 100
97	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
98	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7/K-9 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.
99	150 mm dia ( D.I. pipes (K-7)
100	200 mm dia ( D.I. pipes (K-7)
101	250 mm dia(D.I. pipes (K-7)
102	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings.
103	91.80mm (110mm O.D.) HDPE pipes
104	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
105	Scour valve-100 mm dia
106	AIR valve-200 mm dia
107	FIRE HYDRANT - 80 mm dia
108	Dismantling of Following type of surfaces for laying of pipeline including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50mincluding making motorable road laying of pipe line as per instructions of Engineer -in -charge.
109	Bituminous road
110	C.C.Interlocking Tiles
111	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline and making house connections including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
112	Construction of Bitumin Road as per dismantled pre existing road
113	C.C. Interlocking Road as per dismantled pre existing road
114	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
115	Scour valve-100 mm dia
116	AIR valve-200 mm dia
117	FIRE HYDRANT
118	Providing and making Single Tap ferrule house connection in following dia distribution main with fixing of saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule for making connection with distribution pipe line other than HDPE), connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE 100/PN 12.5) and 20 mm dia (OD) G.I. pipe class B upto house holder also including dismantling and reinstatement of roads, excavation of pit/trenches, supply of all fittings materials, labour, T&P etc. all work complete as per Type & Design Drawing and direction of engineer in charge.
119	110mmHDPE pipes
120	150 mm dia D.I. (K-7) pipes
121	200mm dia D.I. (K-7) pipes
122	250 mm dia D.I. (K-7) pipes
123	Construction of recharging unit of ground water by rain water /overflow of OHT as per the drawing including supply of all materials, labour, T & P etc. required for proper completion of work.
124	Site Development works
125	Supply of all labour, materials and T & P etc. and construct Cement Inter locking Tiles pavement inside water works compound.
126	C.C. Interlocking Road Construction of C.C. Interlocking tile road including supply of all materials, labour, T&P etc. required for proper completion of work as following:- PCC = 100mm 1:6:12 (Cement : Coarse Sand : 40mm Stone Ballast)Sand = 50mm thick fine sandt iles = 100% New tilesNote: 80mm Thick rubber moulded I-shaped Interlocking tile to be used
127	Provide all materials, labour, T&P etc. complete and construct Boundary Wall as per departmental type design and drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
128	Supply of all labour, materials & T&P etc. and provide 3.6m wide M.S. GATE and 1m wide wicket gate with pillars as per departmental type design and drawingandspecifications given in the bid document.
129	PART- A-2 NNM Kavinagar Ghaziabad
130	825 Kl 22/M Staging (C.I. D/F pipe - Inlet 150 mm dia pipe 3 nos, -outlet 350 mm dia pipe-1 no &300 mm dia pipe -1 no, overflow 350 mm dia pipe -1 no,washout 150 mm dia pipe -1 no ) including demolition of existing unserviceable 900KL over head tank and disposal of dismentalled material ,also including all necessary safty arrangemetfor avoid any accidents .The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity.
131	Design, Supply of all materials labour T&P etc. required for complete construction of R.C.C. Over Head Tank of followingcapacity and staging as specified in bid document as per direction of Engineer-in-charge. The key feature, but not limited to, pertaing to design and construction of OHT are as follows: 1. The finished floor level of OHT shall be min 0.3m above the finished ground level of the campus. 2. Soil investigation and bearing capacity.3. Structural design and drawing confirming to IS: 456, IS: 3370, IS: 1893, IS: 875 & Other relevant IS Code.4. Grade of concrete M30 for water retaining structure and concrete grade for other components shall not be less then M25.5. Saprete two column based RCC stair case of width minimum 1m.6. 1m wide R.C.C. M30 balcony, SS ladderinside the tank from top dome to bottom dome shall be made of 50x50x6 mm angle section with hand rails of 20mm SS pipes. The grade shall be SS 316.7. Railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m.8. Proper ventilator at top dome in circular shape of 1.2 m dia.9. Food Grade epoxy coating of FOSROC / Ciba-Geigy or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder.10. Repairs of pin holes, unevenness of all concrete surface. 11. Ultra Sonic Water level indicator fabricated with sensor connecting to automation.
132	12. Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966.13. C.I. manhole of min 60x60cm size with locking arrangement.14. Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflowand washoutwith Bell Mouth as per latest / relevant I.S. specifications withall jointing materials for proper completion of work.15. Construction of 120mm thick RCC floorin 1:1.5:3 with cement, coarse sand, approved stone gritand reinforcement t@8mm dia @250mm c/c both way over 100mm thick PCC 1:4:8. 16. Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing.17. Supply of 200 mm dia PVC pipefor disposal of water from washout chamber to suitable point outside the water works compound. 18.MS steel box type enclosure ofat the entrance of the staircase having locking arrangements.For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determined after soil investigation / 8 tonne/sqm.Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work.
133	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.60x3.00x3.00)m cum Chlorinating room size (2.25 x2.25x3.0) m as per departmental type design , drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge
134	Provide all materials, labour, T&P etc. complete and construct office cum lab as per type design and drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
135	(1001)Excavationinfoundationinordinary soil (loam, clay or sand ) including lift up to 1.50m&leadupto50m,refilling,watering and ramming of excavated earth into the trenches or space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50m from the center of the foundation trenches.
136	(1009)Concretewith40mmgaugebrick ballast, local sand and cement in proportion in 8:4:1 in foundationincluding supply of all material,labour T & P etc. required for proper completion of work.
137	(1029) Ist. Class brick work in 1:6 cementand local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work.
138	(1054) 20 mm thick D.P.C.with cement and approvedcoarsesand1:2including5% waterproofing materialor inproportion as specied by the manufactures including supply of all material,labour T & P etc. required for proper completion of work.
139	(1029+1035+1036)Ist.Classbrickworkin 1:6 cement and local mortar in super structureincludingsupplyofall material,labour T & P etc.required for proper completion of work.Ist.
140	(1031+1035+1036+1037)Same as item above but half brick work in 1:4 cement and sand mortar
141	(1149) Supply and fixing of M.S. angle iron chaukhatsof40mmx40mmx5mmwith M.S. sheet door shutter including simple moulding straighting work as in chaukhats and also supply of all material,labour T & P etc.required for proper completion of work.
142	Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work.
143	(1025) R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.50:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thickbindingwireandthecostofbinding wire and including necessary centering and shuttering supply of all material,labour T&P etc. required for proper completion of work.
144	(1025) Same as above but in slab
145	(1151) M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of thework includingsupply of steel and its wastage.
146	SupplyandfixingofZ-Sectionsection window frames and Shutters openable outside as per drawing and design approved by E/I, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets weldedorrivetedtoframecomplete including the cost of Glass Panes & including supplyofallmaterial,labourT&P etc. required for proper completion of work.
147	(1190) 12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T&P etc. required for propercompletion of work.
148	(1188 & 1191) Same as above but in proportion1:4withcement andlocal sand mortar over ceiling.
149	(1202)25mmthick1:2:4plaincement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement including 75 mm thick base concrete consistingofcementlocalsandandIst. Class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all material,labour T & P etc. required for proper completion of work.
150	(supply and fixing of country tile in Apron.
151	Supply and fix 3 mm glass strips in position including supply of all material,labour T&P etc. required for proper completion of work.
152	(1232&1233)Paintingorvarnishingnew work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work.
153	(1253)Whitewashingthreecoatincluding supplyofallmaterial,labourT&Petc. required for proper completion of work.
154	Finishing walls with water proof cement paint of approved make and quality on new work with two coatsto givean evenshade including supply of all material,labour T&P etc. required for proper completion of work.
155	(1046) 115 mm string or drip coarse of Ist.Class brick in 1:6 cement and local sand mortar including plastering, cutting drip notch as required and including supply of all material,labour T&P etc. required for proper completion of work.
156	(1004)Sandfillinginplinthin including supplyofallmaterial,labourT&Petc. required for proper completion of work.
157	(1167)Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material ,labour T & P etc. required for proper completion of work.
158	Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material ,labour T&P etc. complete.
159	Supplyandfixingoffanhooksboxtype including supplyofallmaterial,labourT&P etc. complete.
160	provision for internal electrification including supplyofallmaterial,labour,T&Petc. complete.
161	provision for water supply and sanitary works includingsupplyofallmaterial,labour,T&P etc. complete(10% of item 1 to 26)
162	Leveling , dressing and other unforeseen items
163	Rising Main
164	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
165	150 mm dia D.I. Class-K7
166	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
167	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.( including making By Pass arrangement )
168	150 mm dia D.I. Class-K7
169	Supply& fixing of following sizes of C.I. Double flanged sluice valves as per I.S: 780/1969 class - 1 F.O.R. destination and insurance.
170	150mm dia.
171	Supply and fixing of C.I. Double orifice type air valve 20 mm dia F.O.R. destination
172	Supply of all materials, labour T&P and construct masonry type sluice valve chamber as per departmental type design..
173	Sluice valve chambers
174	Air valve chambers
175	Dismantling of Following type of roadsurfaces for laying of pipelineincluding sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m including making motorable road laying of rising main as per instructions of Engineer -in -charge.
176	Bituminous road
177	C.C.Interlocking Road
178	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
179	Construction of Bitumin Road as per dismantled pre existing road.
180	C.C.Interlocking Road as per dismantled pre existing road.
181	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
182	Construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone aggregate (20 mm nominal size) including shuttering and excluding reinforcement, as per technical requirements.
183	Providing mild steel reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
184	Distribution system & appurtenant works (For DMA-1)
185	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
186	150 mm dia ( D.I. pipes (K-7)
187	200 mm dia ( D.I. pipes (K-7)
188	250 mm dia(D.I. pipes (K-7)
189	300 mm dia(D.I. pipes (K-7)
190	Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge.
191	110 mm dia HDPE pipe PN 6: class PE 100
192	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
193	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7/K-9 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.
194	150 mm dia ( D.I. pipes (K-7)
195	200 mm dia ( D.I. pipes (K-7)
196	250 mm dia(D.I. pipes (K-7)
197	300 mm dia(D.I. pipes (K-7)
198	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings.
199	91.80mm (110mm O.D.) HDPE pipes
200	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
201	Scour valve-100 mm dia
202	Dismantling of Following type of surfaces for laying of pipeline including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50mincluding making motorable road laying of pipe line as per instructions of Engineer -in -charge.
203	Bituminous road
204	C.C.Interlocking Tiles
205	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline and making house connections including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
206	Construction of Bitumin Road as per dismantled pre existing road
207	C.C. Interlocking Road as per dismantled pre existing road
208	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
209	Sluice valve chambers
210	Providing and making Single Tap ferrule house connection in following dia distribution main with fixing of saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule for making connection with distribution pipe line other than HDPE), connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE 100/PN 12.5) and 20 mm dia (OD) G.I. pipe class B upto house holder also including dismantling and reinstatement of roads, excavation of pit/trenches, supply of all fittings materials, labour, T&P etc. all work complete as per Type & Design Drawing and direction of engineer in charge.
211	110mmHDPE pipes
212	150 mm dia D.I. (K-7) pipes
213	200mm dia D.I. (K-7) pipes
214	250mm dia D.I. (K-7) pipes
215	300mm dia D.I. (K-7) pipes
216	50mm
217	65mm dia
218	Distribution system & appurtenant works (For DMA-2)
219	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
220	150 mm dia ( D.I. pipes (K-7)
221	200 mm dia ( D.I. pipes (K-7)
222	300 mm dia(D.I. pipes (K-7)
223	350 mm dia(D.I. pipes (K-7)
224	Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge.
225	110 mm dia HDPE pipe PN 6: class PE 100
226	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
227	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7/K-9 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.
228	150 mm dia ( D.I. pipes (K-7)
229	200 mm dia ( D.I. pipes (K-7)
230	300 mm dia(D.I. pipes (K-7)
231	350 mm dia(D.I. pipes (K-7)
232	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings.
233	91.80mm (110mm O.D.) HDPE pipes
234	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
235	Scour valve-100 mm dia
236	FIRE HYDRANT - 80 mm dia
237	Dismantling of Following type of surfaces for laying of pipeline including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50mincluding making motorable road laying of pipe line as per instructions of Engineer -in -charge.
238	Bituminous road
239	C.C.Interlocking Tiles
240	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline and making house connections including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
241	Construction of Bitumin Road as per dismantled pre existing road
242	C.C. Interlocking Road as per dismantled pre existing road
243	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
244	Sluice valve chambers
245	FIRE HYDRANT
246	Providing and making Single Tap ferrule house connection in following dia distribution main with fixing of saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule for making connection with distribution pipe line other than HDPE), connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE 100/PN 12.5) and 20 mm dia (OD) G.I. pipe class B upto house holder also including dismantling and reinstatement of roads, excavation of pit/trenches, supply of all fittings materials, labour, T&P etc. all work complete as per Type & Design Drawing and direction of engineer in charge.
247	110mmHDPE pipes
248	150 mm dia D.I. (K-7) pipes
249	200mm dia D.I. (K-7) pipes
250	300 mm dia D.I. (K-7) pipes
251	350 mm dia D.I. (K-7) pipes
252	20 mm dia
253	50mm dia
254	80 mm dia
255	125mm dia
256	Construction of recharging unit of ground water by rain water /overflow of OHT as per the drawing including supply of all materials, labour, T & P etc. required for proper completion of work.
257	C.C. Interlocking Road Construction of C.C. Interlocking tile road including supply of all materials, labour, T&P etc. required for proper completion of work as following:- PCC = 100mm 1:6:12 (Cement : Coarse Sand : 40mm Stone Ballast)Sand = 50mm thick fine sandt iles = 100% New tilesNote: 80mm Thick rubber moulded I-shaped Interlocking tile to be used
258	PART- A-3 NPP MODI NAGAR Ghaziabad
259	Provide all materials, labour, T&P etc. complete and construct office cum lab as per type design and drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
260	(1001)Excavationinfoundationinordinary soil (loam, clay or sand ) including lift up to 1.50m&leadupto50m,refilling,watering and ramming of excavated earth into the trenches or space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50m from the center of the foundation trenches.
261	(1009)Concretewith40mmgaugebrick ballast, local sand and cement in proportion in 8:4:1 in foundationincluding supply of all material,labour T & P etc. required for proper completion of work.
262	(1029) Ist. Class brick work in 1:6 cementand local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work.
263	(1054) 20 mm thick D.P.C.with cement and approvedcoarsesand1:2including5% waterproofing materialor inproportion as specied by the manufactures including supply of all material,labour T & P etc. required for proper completion of work.
264	(1029+1035+1036)Ist.Classbrickworkin 1:6 cement and local mortar in super structureincludingsupplyofall material,labour T & P etc.required for proper completion of work.Ist.
265	(1031+1035+1036+1037)Same as item above but half brick work in 1:4 cement and sand mortar
266	(1149) Supply and fixing of M.S. angle iron chaukhatsof40mmx40mmx5mmwith M.S. sheet door shutter including simple moulding straighting work as in chaukhats and also supply of all material,labour T & P etc.required for proper completion of work.
267	Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work.
268	(1025) R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.50:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thickbindingwireandthecostofbinding wire and including necessary centering and shuttering supply of all material,labour T&P etc. required for proper completion of work.
269	(1025) Same as above but in slab
270	(1151) M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of thework includingsupply of steel and its wastage.
271	SupplyandfixingofZ-Sectionsection window frames and Shutters openable outside as per drawing and design approved by E/I, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets weldedorrivetedtoframecomplete including the cost of Glass Panes & including supplyofallmaterial,labourT&P etc. required for proper completion of work.
272	(1190) 12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T&P etc. required for propercompletion of work.
273	(1188 & 1191) Same as above but in proportion1:4withcement andlocal sand mortar over ceiling.
274	(1202)25mmthick1:2:4plaincement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement including 75 mm thick base concrete consistingofcementlocalsandandIst. Class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all material,labour T & P etc. required for proper completion of work.
275	(supply and fixing of country tile in Apron.
276	Supply and fix 3 mm glass strips in position including supply of all material,labour T&P etc. required for proper completion of work.
277	(1232&1233)Paintingorvarnishingnew work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work.
278	(1253)Whitewashingthreecoatincluding supplyofallmaterial,labourT&Petc. required for proper completion of work.
279	Finishing walls with water proof cement paint of approved make and quality on new work with two coatsto givean evenshade including supply of all material,labour T&P etc. required for proper completion of work.
280	(1046) 115 mm string or drip coarse of Ist.Class brick in 1:6 cement and local sand mortar including plastering, cutting drip notch as required and including supply of all material,labour T&P etc. required for proper completion of work.
281	(1004)Sandfillinginplinthin including supplyofallmaterial,labourT&Petc. required for proper completion of work.
282	(1167)Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material ,labour T & P etc. required for proper completion of work.
283	Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material ,labour T&P etc. complete.
284	Supplyandfixingoffanhooksboxtype including supplyofallmaterial,labourT&P etc. complete.
285	provision for internal electrification including supplyofallmaterial,labour,T&Petc. complete.
286	provision for water supply and sanitary works includingsupplyofallmaterial,labour,T&P etc. complete(10% of item 1 to 26)
287	Leveling , dressing and other unforeseen items
288	Rising Main
289	Supply of the following D.I. pipes (K-9) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
290	200 mm dia D.I. Class-K9
291	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
292	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.( including making By Pass arrangement )
293	200 mm dia D.I. Class-K7
294	Supply& fixing of following sizes of C.I. Double flanged sluice valves as per I.S: 780/1969 class - 1 F.O.R. destination and insurance.
295	200mm dia.
296	Supply of all materials, labour T&P and construct masonry type sluice valve chamber as per departmental type design..
297	Sluice valve chambers
298	Dismantling of Following type of roadsurfaces for laying of pipelineincluding sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m including making motorable road laying of rising main as per instructions of Engineer -in -charge.
299	Bituminous road
300	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
301	Construction of Bitumin Road as per dismantled pre existing road.
302	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
303	Construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone aggregate (20 mm nominal size) including shuttering and excluding reinforcement, as per technical requirements.
304	Providing mild steel reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
305	Bypass Arrangement from rinsing main to distribution main including supply of sluice valve, A/F tee, CI/DI flange spigot, distance piece etc and carting, laying, jointing of all material, specials. This include all material, labour T&P.As per instructions of Engineer -in -charge.
306	200 mm dia
307	Interconnection of rising main with tubewellinlet including supply , carting, laying & jointing of sluice valve, Tee, tailpiece, bend and other specials etc. including all labour , material T&P. As per instructions of Engineer -in -charge.
308	Crossing of large Nala By Trenchless mathod uding 300 mm dia pipe including cost of all materials,labour and T & P etc complete.As per instructions of Engineer -in -charge.
309	Distribution system & appurtenant works (For DMA-1)
310	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
311	200 mm dia ( D.I. pipes (K-7)
312	Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge.
313	110 mm dia HDPE pipe PN 6: class PE 100
314	140 mm dia HDPE pipe PN 6: class PE 100
315	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
316	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7/K-9 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.
317	200 mm dia ( D.I. pipes (K-7)
318	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings.
319	91.80mm (110mm O.D.) HDPE pipes
320	127.2mm (140mm O.D.) HDPE pipes
321	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
322	Sluice valve-100 mm dia
323	Sluice valve-150 mm dia
324	Sluice valve-200 mm dia
325	Air valve -20 mm dia
326	Dismantling of Following type of surfaces for laying of pipeline including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50mincluding making motorable road laying of pipe line as per instructions of Engineer -in -charge.
327	BOE road
328	Bituminous road
329	CC Road
330	C.C.Interlocking Tiles
331	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline and making house connections including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
332	BOE road
333	Construction of Bitumin Road as per dismantled pre existing road
334	CC Road
335	C.C. Interlocking Road as per dismantled pre existing road
336	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
337	Air valve chambers
338	Sluicevalve chambers
339	Providing and making Single Tap ferrule house connection in following dia distribution main with fixing of saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule for making connection with distribution pipe line other than HDPE), connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE 100/PN 12.5) and 20 mm dia (OD) G.I. pipe class B upto house holder also including dismantling and reinstatement of roads, excavation of pit/trenches, supply of all fittings materials, labour, T&P etc. all work complete as per Type & Design Drawing and direction of engineer in charge.
340	110mmHDPE pipes
341	150 mm dia D.I. (K-7) pipes
342	200mm dia D.I. (K-7) pipes
343	supply & fixing of expansion/mechanical joint in proximity of valves for distribution system (for DI pipes)
344	Interconnection of Distribution main withOHT outlet including supply , carting, laying & jointing of sluice valve, Tee, tailpiece, bend and other specials etc. including all labour , material T&P. As per instructions of Engineer -in -charge.
345	CrossingofLarge Nalaby trenchless method using 300 mm dia M.S. pipeIncluding cost of allmaterials, labour and T&P etc complete.As per instructions of Engineer -in -charge.
346	Construction of recharging unit of ground water by rain water /overflow of OHT as per the drawing including supply of all materials, labour, T & P etc. required for proper completion of work.
347	Site Development works
348	Fixing of 3.60 m wideM.S. gate with wicket gateincluding fabrication and supply of steel and construction of boundary pillars etc. complete.
349	Dismantling and permanent reinstatement of interlocking tiles works including sorting out of serviceable material and disposal of unserviceable material etc. as per direction of -engineer incharge.
350	Earth filling inside the water works campus including cartage of soil with in 8 kms.
351	Two coat primer with two coat apex paint on outer and inner surface of O.H.T. including supply of all material, labour & T.P. etc complete as per direction of engineer incharge.
352	Installation of Digital Water level indicator at O.H.T and also Leak Proof (Epoxy) Coating on Inner surface of O.H.T.including supply of all material, labour & T.P. etc complete as per direction of engineer incharge.
353	Installation & Fixing of safety cage on stair case including supply of all material, labour & T.P. etc complete as per direction of engineer incharge.
354	25 mm thick 1:2:4 P.C.C. floor with cement and coarse sand & 2cm gauge approved stone ballast laid in pannels, finished with 3mm floating coat of neat cement and 7.5cm thick base concrete consisting of cement and local sand and Ist class brick ballast 4 cm gauge in the proportion of 1:6:12 and removing any overlapping of mortars in the joints of the pannels if any, given them uniform finish including supply of all materials, labour, T&P etc. required for proper completion of the work
355	Arrangement of fire fighting works includingraisingof outlet pipe of existing OHT to provide the capacity for mitigating fire including the supply of all fixing valve,material,labour etc.complete in all respect.
356	BOUNDRY WALL
357	1st class brick work in 1:6 cement and local sand mortarincluding supply of all materials, labour, T&P etc. required for proper completion of the work.
358	12mm thick plaster with cement & local sand mortar in 1:6 over brick work minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work.
359	Coping on parapet wallwith brick tile in 1:4(cement & Coarse sand ) and 1:2:4 C.C on top and plaster in 1:4(cement and coarse sand)with neat cement .
360	Finishing walls with two coat over primary coat of exterior paint apex (Asian Make) as per specification of the manufacturers and required shade to give an even shade including supplyof all materials, labour, T&P etc. required for proper completion of the work.
361	Supply & fixing of barbed with fencing post to be post after stretching it including supply of all materials, labour, T&P etc. required for proper completion of the work.
362	Supply & fixing of angle iron 40x40x5mm post as per drawing.
363	PUMP HOUSE
364	Ist class brick work in 1:6 cement and local sand mortar for repearing ofsuper structure including supply of all materials, labour,T&P etc required for proper compltion of work.
365	M.S. Angle iron chaukhat of 40mm x 40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material, labour, T&P etc. Required for proper completion of the work.
366	Supply and fixing of the Z- section M.S. Window as per department drawing including supply and fitting of handle , locking arrangement etc. Complete.
367	Supply and fixing of 1mm thick sheet iron panelled door, windows shutter including supply and fixing and adjustment of hinges , bolts, locks, handles, springs and other fittings but excluding supply and painting of fittings.
368	Same as above but fully glazed windows shutters.
369	Supply and fixing of 4 mm thick glass panels in panel of Z section M.S. Iron windows including supply of M.S. Clip and ISI mark putty etc.required for proper completion of the work.
370	12 mm thick plaster with cement local sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto super structure.
371	Same as item no 12 but in proprtion 1:4 with cement and fine sand mortar on ceiling
372	40 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in penel finished with 3 mm loating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part ist class brick ballast 4 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supplymaterial, labour,T&P etc required for proper compltion of work.
373	Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work.
374	White washing in three coat including supply of all materials, labour, T&P etc required proper completion of work.
375	Finishing walls with waterproof cement paint of approved make and quality over one priming coat on new work with two coats to give an even shade including supply of all materials, labour, T&P etc. Required for proper completion for the work.
376	Providing 60 cm wide and 25 mm thick PCC apron of 1:2:4 with 12-20 mm stone grit over 75mm thick base concrete in 1:4:8 cement, local sand and 40mm guage over burnt brick ballast with finishing coat including fixing of glass strips at desired intervals and B.O.E at ends supply of all materials, labour, T&P etc. Required for proper completion for the work.
377	Supply of all materials, labour, T&P etc. required for construction of 250 mm dia S.C. Drain.
378	Rain water down pipe 100 mm dia PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work.
379	PART- A-4 NNM Saharanpur
380	1050 Kl /22M Staging (C.I. D/F pipe - Inlet 200 mm dia pipe 2 nos, -outlet 350 mm dia pipe-2 no, overflow350 mm dia pipe -1 no, washout 150 mm dia pipe -1 no ) including all necessary safety arrangement for avoid any accidents ..The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity.
381	Design, Supply of all materials labour T&P etc. required for complete construction of R.C.C. Over Head Tank of followingcapacity and staging as specified in bid document as per direction of Engineer-in-charge. The key feature, but not limited to, pertaing to design and construction of OHT are as follows: 1. The finished floor level of OHT shall be min 0.3m above the finished ground level of the campus. 2. Soil investigation and bearing capacity.3. Structural design and drawing confirming to IS: 456, IS: 3370, IS: 1893, IS: 875 & Other relevant IS Code.4. Grade of concrete M30 for water retaining structure and concrete grade for other components shall not be less then M25.5. Saprete two column based RCC stair case of width minimum 1m.6. 1m wide R.C.C. M30 balcony, SS ladderinside the tank from top dome to bottom dome shall be made of 50x50x6 mm angle section with hand rails of 20mm SS pipes. The grade shall be SS 316.7. Railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m.8. Proper ventilator at top dome in circular shape of 1.2 m dia.9. Food Grade epoxy coating of FOSROC / Ciba-Geigy or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder.10. Repairs of pin holes, unevenness of all concrete surface. 11. Ultra Sonic Water level indicator fabricated with sensor connecting to automation.
382	12. Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966.13. C.I. manhole of min 60x60cm size with locking arrangement.14. Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflowand washoutwith Bell Mouth as per latest / relevant I.S. specifications withall jointing materials for proper completion of work.15. Construction of 120mm thick RCC floorin 1:1.5:3 with cement, coarse sand, approved stone gritand reinforcement t@8mm dia @250mm c/c both way over 100mm thick PCC 1:4:8. 16. Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing.17. Supply of 200 mm dia PVC pipefor disposal of water from washout chamber to suitable point outside the water works compound. 18.MS steel box type enclosure ofat the entrance of the staircase having locking arrangements.For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determined after soil investigation / 8 tonne/sqm.Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work.
383	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.60x3.00x3.00)m cum Chlorinating room size (2.25 x2.25x3.0) m as per departmental type design , drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge
384	Provide all materials, labour, T&P etc. complete and construct office cum lab as per type design and drawingandspecificationsforcivilwork given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
385	(1001)Excavationinfoundationinordinary soil (loam, clay or sand ) including lift up to 1.50m&leadupto50m,refilling,watering and ramming of excavated earth into the trenches or space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50m from the center of the foundation trenches.
386	(1009)Concretewith40mmgaugebrick ballast, local sand and cement in proportion in 8:4:1 in foundationincluding supply of all material,labour T & P etc. required for proper completion of work.
387	(1029) Ist. Class brick work in 1:6 cementand local mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work.
388	(1054) 20 mm thick D.P.C.with cement and approvedcoarsesand1:2including5% waterproofing materialor inproportion as specied by the manufactures including supply of all material,labour T & P etc. required for proper completion of work.
389	(1029+1035+1036)Ist.Classbrickworkin 1:6 cement and local mortar in super structureincludingsupplyofall material,labour T & P etc.required for proper completion of work.Ist.
390	(1031+1035+1036+1037)Same as item above but half brick work in 1:4 cement and sand mortar
391	(1149) Supply and fixing of M.S. angle iron chaukhatsof40mmx40mmx5mmwith M.S. sheet door shutter including simple moulding straighting work as in chaukhats and also supply of all material,labour T & P etc.required for proper completion of work.
392	Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work.
393	(1025) R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.50:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thickbindingwireandthecostofbinding wire and including necessary centering and shuttering supply of all material,labour T&P etc. required for proper completion of work.
394	(1025) Same as above but in slab
395	(1151) M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of thework includingsupply of steel and its wastage.
396	SupplyandfixingofZ-Sectionsection window frames and Shutters openable outside as per drawing and design approved by E/I, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets weldedorrivetedtoframecomplete including the cost of Glass Panes & including supplyofallmaterial,labourT&P etc. required for proper completion of work.
397	(1190) 12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T&P etc. required for propercompletion of work.
398	(1188 & 1191) Same as above but in proportion1:4withcement andlocal sand mortar over ceiling.
399	(1202)25mmthick1:2:4plaincement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement including 75 mm thick base concrete consistingofcementlocalsandandIst. Class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all material,labour T & P etc. required for proper completion of work.
400	(supply and fixing of country tile in Apron.
401	Supply and fix 3 mm glass strips in position including supply of all material,labour T&P etc. required for proper completion of work.
402	(1232&1233)Paintingorvarnishingnew work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work.
403	(1253)Whitewashingthreecoatincluding supplyofallmaterial,labourT&Petc. required for proper completion of work.
404	Finishing walls with water proof cement paint of approved make and quality on new work with two coatsto givean evenshade including supply of all material,labour T&P etc. required for proper completion of work.
405	(1046) 115 mm string or drip coarse of Ist.Class brick in 1:6 cement and local sand mortar including plastering, cutting drip notch as required and including supply of all material,labour T&P etc. required for proper completion of work.
406	(1004)Sandfillinginplinthin including supplyofallmaterial,labourT&Petc. required for proper completion of work.
407	(1167)Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material ,labour T & P etc. required for proper completion of work.
408	Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material ,labour T&P etc. complete.
409	Supplyandfixingoffanhooksboxtype including supplyofallmaterial,labourT&P etc. complete.
410	provision for internal electrification including supplyofallmaterial,labour,T&Petc. complete.
411	provision for water supply and sanitary works includingsupplyofallmaterial,labour,T&P etc. complete(10% of item 1 to 26)
412	Leveling , dressing and other unforeseen items
413	Rising Main
414	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
415	200 mm dia D.I. Class-K7
416	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
417	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.( including making By Pass arrangement )
418	200 mm dia D.I. Class-K7
419	Supply& fixing of following sizes of C.I. Double flanged sluice valves as per I.S: 780/1969 class - 1 F.O.R. destination and insurance.
420	200 mm dia.
421	Supply and fixing of C.I. Double orifice type air valve 20 mm dia F.O.R. destination
422	Supply of all materials, labour T&P and construct masonry type sluice valve chamber as per departmental type design..
423	Sluice valve chambers
424	Air valve chambers
425	Dismantling of Following type of roadsurfaces for laying of pipelineincluding sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m including making motorable road laying of rising main as per instructions of Engineer -in -charge.
426	Bituminous road
427	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
428	Construction of Bitumin Road as per dismantled pre existing road.
429	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
430	Construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone aggregate (20 mm nominal size) including shuttering and excluding reinforcement, as per technical requirements.
431	Providing mild steel reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
432	Distribution system & appurtenant works (For DMA-1)
433	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
434	100 mm dia ( D.I. pipes (K-7)
435	150 mm dia ( D.I. pipes (K-7)
436	200 mm dia ( D.I. pipes (K-7)
437	250 mm dia(D.I. pipes (K-7)
438	350mm dia(D.I. pipes (K-7)
439	Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge.
440	110 mm dia HDPE pipe PN 6: class PE 100
441	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
442	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7/K-9 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.
443	100 mm dia ( D.I. pipes (K-7)
444	150 mm dia ( D.I. pipes (K-7)
445	200 mm dia ( D.I. pipes (K-7)
446	250 mm dia(D.I. pipes (K-7)
447	350mm dia(D.I. pipes (K-7)
448	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings.
449	91.80mm (110mm O.D.) HDPE pipes
450	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
451	Scour valve-100 mm dia
452	AIR valve-200 mm dia
453	FIRE HYDRANT - 80 mm dia
454	Dismantling of Following type of surfaces for laying of pipeline including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50mincluding making motorable road laying of pipe line as per instructions of Engineer -in -charge.
455	Bituminous road
456	C.C.Interlocking Tiles
457	C.C.Road
458	Permanent re-instatement of the following type of road surface ( road shall be re-instate as specification found during cut ) after laying of pipeline and making house connections including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer -in -charge.
459	Construction of Bitumin Road as per dismantled pre existing road
460	C.C. Interlocking Road as per dismantled pre existing road
461	C.C.Road
462	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
463	Scour valve-100 mm dia
464	AIR valve-200 mm dia
465	FIRE HYDRANT
466	AOR Surveysite Investigation Planning, design Drawings\"(crossing length 15m to 25m ), Road for of required dia Rising main and distribution pipe with casing pipe as required for proper completion of work required size ofMS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology (manual or HDD as per site engineer) method at an average depth 3.60 mtr fromnormalground level up to top of casing pipeincludingexcavation & filling of Pit, Dewatering arrangement, Supporting system for soil, all complete work including supply & fixing specials in carrier pipe over main pipe, including supply of all materials, labour T&P etc. for proper completion of work as perinstructionofEngineer.\"MajorDistrictroadcrossing\" ( Dia150mm) With MS 150 mm Dia
467	Crossing of Nala /drain As per instruction of Enginner In-charge,including casing pipe, with all material labour etc.
468	Nala Crossing (Big ) above 1.5
469	Nala Crossing (Small) above 1.0 m upto1.5 m
470	Providing and making Single Tap ferrule house connection in following dia distribution main with fixing of saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule for making connection with distribution pipe line other than HDPE), connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE 100/PN 12.5) and 20 mm dia (OD) G.I. pipe class B upto house holder also including dismantling and reinstatement of roads, excavation of pit/trenches, supply of all fittings materials, labour, T&P etc. all work complete as per Type & Design Drawing and direction of engineer in charge.
471	110mmHDPE pipes
472	100 mm dia D.I. (K-7) pipes
473	150 mm dia D.I. (K-7) pipes
474	200mm dia D.I. (K-7) pipes
475	250mm dia D.I. (K-7) pipes
476	350mm dia D.I. (K-7) pipes
477	Distribution system & appurtenant works (For DMA-2)
478	Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
479	100 mm dia ( D.I. pipes (K-7)
480	150 mm dia ( D.I. pipes (K-7)
481	200 mm dia ( D.I. pipes (K-7)
482	250 mm dia ( D.I. pipes (K-7)
483	300 mm dia(D.I. pipes (K-7)
484	Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge.
485	110 mm dia HDPE pipe PN 6: class PE 100
486	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable.
487	Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7/K-9 pipes of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820.
488	100 mm dia ( D.I. pipes (K-7)
489	150 mm dia ( D.I. pipes (K-7)
490	200 mm dia ( D.I. pipes (K-7)
491	250 mm dia(D.I. pipes (K-7)
492	300 mm dia ( D.I. pipes (K-7)
493	Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings.
494	91.80mm (110mm O.D.) HDPE pipes
495	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
496	Scour valve-100 mm dia
497	AIR valve-200 mm dia
498	FIRE HYDRANT - 80 mm dia
499	Dismantling of Following type of surfaces for laying of pipeline including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50mincluding making motorable road laying of pipe line as per instructions of Engineer -in -charge.
500	Bituminous road

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Water Storage and Supply Tenders

Water Supply Project Tenders

Disclaimer

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

Top

Tender For Construction Of 24X7 Water Supply Scheme In Selected Wards Of 10 Nos. City Of Ghaziabad And Meerut Circle, Ghaziabad-Uttar Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of 24X7 Water Supply Scheme In Selected Wards Of 10 Nos. City Of Ghaziabad And Meerut Circle, Ghaziabad-Uttar Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us