Tender For Gonda Nagar Palika Parishad Water Supply Re-Organisation Scheme, Distt-Gonda, Gonda-Uttar Pradesh

TDR : 54316792

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Gonda , Uttar Pradesh

Tender Brief : Tender For Gonda Nagar Palika Parishad Water Supply Re-Organisation Scheme, Distt-Gonda

Document Fees
₹ 23600 /-

EMD
₹ 7289000.0 /-

Tender Value
Refer document

Submission Date
24-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	CONSTRUCTION OF PUMP HOUSE SIZE (3.60 x 3.00 x 3.00 M) CUM CHLORONATING ROOM (2.80 x 1.50 x 3.00 M)- 15 NOS. AS PER DEPARTMENTAL TYPE DESIGN & DRAWING
2	Excavation of Earth in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50m and lead upto 50m refilling, watering ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to 50m. form the centre of the foundation trenches.
3	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.
4	(a) First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work.
5	(b) Same as above in item-3 (A) but for one brick thick wall for super structure.
6	(c) Same as above in item-3 (B) but for 1/2 brick thick wall in 1:4
7	20mm thick damp proof coarse with cement & approved coarse sand in proportion of 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all materials, labour, for completion of the work and including curring and shuttering as necessary.
8	RCC work in lintel in 1:2:4 cement, coarse sand and 20mm gauge approved stone ballast excluding supply fixing in position and binding with wire, centering & shuttering, necessary curing and supply of all materials, labour T&P etc. required for proper completion of work.
9	Same as above in item - 5 but in slab
10	Mild steel or iron work in plain work such as R.C.C. work (when not including in over all rates) wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastage.
11	Supply of all materials labour, T&P etc. required for making iron door and windows frames with grills etc complete with required size (40x40mm) of angle iron I Door frame windows with grills.
12	Supply and fix 40mm thick ISI marked flush door and window shutters including supply and fixing of wooden cleats and stops and fixing and adjustment of hinges, bolts, locks, Handles springs and other fitting but excluding painting and supply of fittings. Sal wood
13	25mm thick 1:2:4 plain cement concrete floor & appron with cement coarse sand and 20mm gauge stone ballast laid in panels, finished with 3mm floating coat of neat or cement and marble dust in ratio 1:5 or as specific over and including 75mm thick base concrete consisting of cement local sand and first class brick ballast 40mm gauge in proportion of 1:6:12 and removing over lapping of mortar at the joints of panels if any and giving uniform finish including supply of all materials labour T&P etc. required for proper completion of work.
14	12mm thick plaster with cement mortar 1:4 consisting of cement coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc. required for proper completion of work.
15	Painting or varnishing of new iron work or new wood work with one coat priming and two coats of approved high grade enamel paint including supply of all materials labour, T&P etc. required for proper completion of the work.
16	White washing 3 coats with white cement including supply of all materials labour T&P etc required for proper completion of the work.
17	Apex Ultima/ Acrylic Exterior/interior paint of approved brand & manufacturer & of required shade on undercoated wall surfacevto give an uniform surface over one primer coat of white cement of approved brand after thoroughly brushing and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T&P etc required for proper completion of work.
18	Rolled steel joist fixed in position including cost of joist and all labour in handing and hoisting etc. complete (RS Joist 250mmx125mmx37.3Kg/m)
19	Supply and fixing 100mm dia AC down pipe complete with nose, head, bend and grating with necessary MS clamps 25x3mm fixed with 6mm dia nalls and including supply of all materials, labour T&P etc. required for proper completion of the work & repair of plaster painting etc. It damaged during the fixing.
20	Supply and fix RCC Precast Jali
21	(i) 30x30 cm.
22	(ii) 40x30 cm
23	SETTLING CHAMBER 1.50m X 1.50 m x1.00m V NOTCH FOR BYE PASS ARRANGEMENT OF T.W. AS PER DEPARTMENTAL TYPE DESIGN & DRAWING
24	Repair of Existing Pump House - 22 Nos.
25	I class brick work in 1 : 6 cement and coarse sand mortar in foundation andplinth including supply of all materials, labour T and P etc. required for proper completion of the work.
26	Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T8P etc. required for proper completion of the work.
27	Racking of joints of brick mansonry in wall in exposed surface to poperlyprepare surface for new plaster work including supply of all materials, labour T&P etc. required for proper completion of the work.
28	12 mm thick plaster with cement & coarse sand mortar in 1:1:6 over brick work minimum thickness not to be less than 12 mm finisked with 3 mm floting coating of neat cement including supply of all materials, labour T8P etc. required for proper completion of the work.
29	Repair for electric fitting
30	Reparing of floor in P.C.C. 1:2:4
31	First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T8P etc required for proper completion of For construction of apron 0.6 m wide work.
32	Same as item no. 3 above but 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6m wide.
33	Supply and fixing of flusk door including supply of all materials, labour T8Petc. required for proper completion of the work.
34	Supply and fix angle iron door ckaukkat of size 50mm x 50mm x 6 mmincluding supply of all materials, labour T8P etc. required for proper completion of the work.
35	1. Door frame (2 Nos.)
36	2. Window frame (4 Nos.)
37	Supply and fixing of 1mm thick skeet iron panelled door/ window skuttersincluding supply and fixing and adjustment of Cleats, stops, kings, locks, bolts, kandles. Spring and other fittings.( Excluding suplly of fittings).
38	Supply of oxidized iron fittings of approved make for doors and window.
39	11.5 cm string or drip-coarse in 1:6 cement and local sand mortor.
40	Painting or varnisking new iron work in small areas or new wood workwith one priming coat and two coats of approved paints or varnisk including supply of all materials labour, T8P etc required for proper completion of work.
41	White cement in three coats including supply of all materials labour, T8P etc required for proper completion of work.
42	Providing plaster of Paris wall putty of 2 mm thickness over plasteredsurface to prepare the surface even and smooth complete.
43	Apex Ultima /Acrylic Exterior/ interior paint of approved brand 8 manufacturer & of required skade on under coated wall surface to give an uniform surface over one primer coat of white cement of approved brand after thoroughly brusking and rubbing the surface free from mortar droppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T8P etc required for proper completion of work.
44	Supply and fixing 3 mm thick plain glass in windows including supply of allmaterials labour, T8P etc required for proper completion of work.
45	Supply and fixing of 100 mm dia CI pipe rain water down pipe with clamp etc.
46	RISING MAIN AND BYE PASS ARRANGEMENT FOR ZONE- I to XI
47	Supply of the following pipes including railway freight, insurance charges F.O.R. etc. complete. From Tube wells to OHT including bye pass
48	125 mm dia D.I. Class K-9
49	150 mm dia D.I. Class K-9
50	200 mm dia D.I. Class K-9
51	250 mm dia D.I. Class K-9
52	300 mm dia D.I. Class K-9
53	Supply of D.I. specials for the above pipe lines
54	Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials, labour and T&P, testing etc. complete. From Tube wells to OHT including bye pass
55	125 mm dia D.I. Class K-9
56	150 mm dia D.I. Class K-9
57	200 mm dia D.I. Class K-9
58	250 mm dia D.I. Class K-9
59	300 mm dia D.I. Class K-9
60	Earth work in ordinary soil with lift upto 1.50 m and lead upto 50 m, filling, watering and ramming of excavated earth into the trenches and disposal of surplus earth upto 50 m.
61	Supply of following sizes of C.I. D/F sluice valves as per I.S. 780-1960 tested to 10 Kg/sqm fixing in pipe line trenckes, jointing and testing complete.
62	125 mm dia
63	150 mm dia
64	200 mm dia
65	250 mm dia
66	300 mm dia
67	Carting of D/F sluice valves of following sizes to the site of works lowering them into already prepared trenckes and fixing them in position including supply of jointing materials suck as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete.
68	125 mm dia
69	150 mm dia
70	200 mm dia
71	250 mm dia
72	300 mm dia
73	Supply of all materials, labour, T&P and construction of masonary type chambers as per type design including supply and materials, labour and T&P, testing etc. complete.
74	Provision of Thrust block as per type design for various dia in M-20 including required reinforcement
75	Civil work for Rebore Tube well (as per drawing design approved by Engineer incharge)
76	Dismantling and reinstatement of Bituminous Road surfaces for lying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
77	Bituminous Road
78	Interlocking Road
79	C.C. Road
80	RENOVATION WORK OF EXISTING OHT 300 KL CAPACITY /18M STAGNIG FOR ZONE -1
81	Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
82	RENOVATION WORK OF EXISTING OHT 150 KL CAPACITY /18M STAGNIG FOR ZONE -2
83	Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
84	RENOVATION WORK OF EXISTING OHT 500 KL CAPACITY /18M STAGNIG FOR ZONE -3
85	Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
86	RENOVATION WORK OF EXISTING OHT 1100 KL CAPACITY /20M STAGNIG FOR ZONE -4
87	Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
88	RENOVATION WORK OF EXISTING OHT 2000 KL CAPACITY /18M STAGNIG FOR ZONE -5
89	Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
90	RENOVATION WORK OF EXISTING OHT 1250 KL CAPACITY /16M STAGNIG FOR ZONE -6
91	Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
92	RENOVATION WORK OF EXISTING OHT 1500 KL CAPACITY /18M STAGNIG FOR ZONE -7
93	Repairing works of RCC Overhead Tank such as but not limited to fixing lightning conductor, water level indicator, MS ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising apron, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
94	CONSTRUCTION OF OHT 550 KL CAPACITY/20M STAGNIG FOR ZONE -8
95	Supply of all the materials, labour T&P for construction of 550 KL capacity/ 20m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides
96	in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C.
97	cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes
98	with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. Thesebed blocks should support on the raft and not on the soil
99	Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
100	CONSTRUCTION OF OHT 1900KL CAPACITY/25 M STAGNIG FOR ZONE -9
101	Supply of all the materials, labour T&P for construction of 1900 KL capacity/ 25m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides
102	in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C.
103	cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes
104	with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. Thesebed blocks should support on the raft and not on the soil
105	Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
106	CONSTRUCTION OF OHT 750 KL CAPACITY/24 M STAGNIG FOR ZONE -10
107	Supply of all the materials, labour T&P for construction of 750 KL capacity/ 24m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides
108	in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be
109	minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place.
110	Supply of fixing, jointing of following size of D.I. D/F pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. Thesebed blocks should support on the raft and not on the soil
111	Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
112	CONSTRUCTION OF OHT 900 KL CAPACITY /24 M STAGNIG FOR ZONE -11
113	Supply of all the materials, labour T&P for construction of 900 KL capacity/ 24m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification or their latest revision) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides
114	in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C.
115	cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes
116	with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work dia and number of inlet, outlet, washout and overflow pipes to be defined as per design and direction of engineer incharge.Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. Thesebed blocks should support on the raft and not on the soil
117	Construction of Masonary type sluice valve chamber for above sluice valve as per departmental type design and drawing including supply Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather guard cement paint such as Berger/ nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
118	CONSTRUCTION OF NEW CWR
119	Supply of all the materials, labour T&P and construction of a R.C.C CWR of various sizes including free board, as per approved design and drawing ,including fixing of inlet and outlet pipes of suitable sizes, fixing of M.S. ladder inside and outside the tank, M.H. covers withlocking arrangement and ventilators at top and suction lavel indicator, etc as per IS specification, including necessary excavation to achieve proper level of bed as per drawing and design and refilling of earth around CWR as per direction of Engineer-Incharge and alsodevelopment and site clearence as per requirement and supply of all material, labour T&P etc. & construct clear water pump house of size suitable to install of Engineer Incharge including cost of pumping plant specials etc , labour construct drainage arrangement for emptying theCWR for cleaning, repairs and maintenance etc all complete.
120	Zone 5 - 550KL capacity
121	Zone 9 - 450 KL Capacity
122	REPAIRING OF EXISTING CWR
123	Repairing works of Clear Water Reservoir such as but not limited to fixing aluminum ladder inside/outside, painting exposed surfaces with 3 coats of approved weather guard acrylic paint, testing & making water container water proof, rectifying required inlet outlet pipes or specials, repairing/raising floor, repairing chambers, ventilator net and repairing railing etc complete in all respect. All above works should be done in accordance to specifications, latest relevant IS and direction of Engineer Incharge.
124	Zone 6 - 165KL capacity
125	Zone 7 - 165KL Capacity
126	LAYING OF DISTRIBUTION SYSTEM & ITS APPURTENANT WORKS
127	Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches.
128	Supply of the following sizes of pipes confirming to I.S. 4984:1995, I.S.-8329/2000 latest relevant of I.S.S. with couplers etc complete in all respect F.O.R. destination including all taxes and insurance.
129	HDPE Pipe PN-6 (O. D.)PE-100
130	110 mm dia
131	140 mm dia
132	160 mm dia
133	DI Pipe K-7
134	200 mm dia
135	250 mm dia
136	300 mm dia
137	350 mm dia
138	400 mm dia
139	Addition (DI K-7) Pipe for connecting overflow to main supply
140	200 mm dia
141	250 mm dia
142	300 mm dia
143	350 mm dia
144	400 mm dia
145	Supply of Specials for above pipe F.O.R destination including all Taxes and insurance.
146	HDPE Pipe PN-6 (O. D.)PE-100 - 5% of item No. (2.50 to 2.53)
147	DI Pipe K-7 - 10% of item No. (2.55 to 2.57)
148	DI Pipe K-7 - 10% of item No. (2.59 to 2.61)
149	Carting from the store (up to 8 Km.) The following sizes of pipe and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. complate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints.
150	HDPE Pipe PN-6 (O. D.)PE-100
151	110 mm dia
152	140 mm dia
153	160 mm dia
154	DI Pipe K-7
155	200 mm dia
156	250 mm dia
157	300 mm dia
158	350 mm dia
159	400 mm dia
160	Addition (DI K-7) Pipe for connecting overflow to main supply
161	200 mm dia
162	250 mm dia
163	300 mm dia
164	350 mm dia
165	400 mm dia
166	Supply of following types of fittings including railways freight, cartage up to store, all taxes and duties complete.
167	C.I. Double flanged Sluice /Scour Valves as per I.S. 780/1969 class-1 working pressure 10 Kg/sqm F.O.R Destination including all taxes and insurance.
168	C.I. Double flanged Sluice Valves
169	80 mm
170	100 mm
171	125 mm
172	150 mm
173	200 mm
174	250 mm
175	300 mm
176	350 mm
177	Scour Valves
178	80 mm dia
179	Air Valves
180	25 mm
181	Fire Hydrants
182	80 mm
183	Carting of following fittings of following sizes to the site of works lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as bolt nut, rubber insertion white lead etc. including testing but excluding supply.
184	C.I. Double flanged Sluice Valves
185	80 mm
186	100 mm
187	125 mm
188	150 mm
189	200 mm
190	250 mm
191	300 mm
192	350 mm
193	Scour Valves
194	80 mm dia
195	Air Valves
196	25 mm
197	Fire Hydrants
198	80 mm
199	Supply of all materials, labour T&P Etc. required for construction of following chambers as per departmental type design & drawing.
200	Surface Box Type
201	Masonry Type
202	Air Valves
203	Fire Hydrants
204	Thrust Block
205	Dismantling of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.
206	B.O.E. ROAD 60% old bricks
207	Bituminous Road
208	CC Road
209	Inter locking Road
210	Reinstatment of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.
211	B.O.E. ROAD 60% old bricks
212	Bituminous Road
213	CC Road
214	Inter locking Road
215	Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
216	upto 3.5 M wide
217	3.50M to 7.0 M wide
218	Crossing of Road for laying pipe line including supply and materials labour, T&P etc. complete.
219	3.5 M wide Road
220	7.0 M wide Road
221	7.0M to 12.0 M wide
222	Making interconnection in 90 to 500 mm dia AC/ P.V.C./ HDPE / DI pipes including supply, carting of specials, lowering them into tranckes, cutting, fixing them in proper alignment and jointing including balling out of water, necessary excavation for connection and barricading including all labour, T8P etc. required for proper completion of the work.
223	110 mm to 90 mm
224	110 mm to 110 mm
225	140 mm to 90 mm
226	160 mm to 110 mm
227	160 mm to 90 mm
228	200 mm to 90 mm
229	200 mm to 110 mm
230	200 mm to 140 mm
231	250 mm to 110 mm
232	250 mm to 250 mm
233	250 mm to 160 mm
234	250 mm to 90 mm
235	300 mm to 110 mm
236	300 mm to 140 mm
237	300 mm to 200 mm
238	300 mm to 250 mm
239	300 mm to 300 mm
240	300 mm to 90 mm
241	350 mm to 300 mm
242	Provision for laying of pipeline by trenchless technology including supply of different sizes M.S. casing pipe, labour T&P etc. required for proper completion of the work. As per carrier dia.
243	250 mm
244	400 mm
245	Charges payable to PWD Department for permission of crossing Roads.
246	House Connection and related works
247	Provision of Repair of Existing House Connection including Supply of all materials, labours T&P etc required for proper completion of work.
248	For 90mm to 200mm dia HDPE pipe
249	For 250mm to 350mm dia DI pipe
250	Supply and fixing of end cap for dividing into separate zone including excavation of pit, bailing out of water, fixing the end cap and then again refilling the earth in the pit with all labour, material T&P etc complete.
251	90mm to 200mm dia HDPE pipe
252	250mm dia to 350mm dia DI pipe
253	Making House Connection in new distribution line including supply, carting of specials, Lowering them into trenches, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.
254	In B.O.E. Roads
255	For 90 mm to 110 mm dia
256	For 140 mm to 160 mm dia
257	For 200 mm to 250 mm dia
258	For 250 mm to 300 mm dia
259	For 350 mm to 500 mm dia
260	In Bitumin Roads
261	For 90 mm to 110 mm dia
262	For 140 mm to 160 mm dia
263	For 200 mm to 250 mm dia
264	For 250 mm to 300 mm dia
265	For 350 mm to 500 mm dia
266	In C. C. Roads
267	For 90 mm to 110 mm dia
268	For 140 mm to 160 mm dia
269	For 200 mm to 250 mm dia
270	For 250 mm to 300 mm dia
271	For 350 mm to 500 mm dia
272	In C. C. Interlocking tiles Roads
273	For 90 mm to 110 mm dia
274	For 140 mm to 160 mm dia
275	For 200 mm to 250 mm dia
276	For 250 mm to 300 mm dia
277	For 350 mm to 500 mm dia
278	In Earthen Roads
279	For 90 mm to 110 mm dia
280	For 140 mm to 160 mm dia
281	For 200 mm to 250 mm dia
282	For 250 mm to 300 mm dia
283	House Connections in existing distribution line including supply, carting of specials, Lowering them into tranches, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.
284	In B.O.E. Roads
285	For 90 mm to 110 mm dia
286	For 140 mm to 160 mm dia
287	For 200 mm to 250 mm dia
288	For 250 mm to 300 mm dia
289	For 350 mm to 500 mm dia
290	In Bitumin Roads
291	For 90 mm to 110 mm dia
292	For 140 mm to 160 mm dia
293	For 200 mm to 250 mm dia
294	For 250 mm to 300 mm dia
295	For 350 mm to 500 mm dia
296	In C. C. Roads
297	For 90 mm to 110 mm dia
298	For 140 mm to 160 mm dia
299	For 200 mm to 250 mm dia
300	For 250 mm to 300 mm dia
301	For 350 mm to 500 mm dia
302	In C. C. Interlocking tiles Roads
303	For 90 mm to 110 mm dia
304	For 140 mm to 160 mm dia
305	For 200 mm to 250 mm dia
306	For 250 mm to 300 mm dia
307	For 350 mm to 500 mm dia
308	In Earthen Roads
309	For 90 mm to 110 mm dia
310	For 140 mm to 160 mm dia
311	For 200 mm to 250 mm dia
312	For 250 mm to 300 mm dia
313	Shifting House Connection on EXISTING PIPELINE to NEW PIPELINE including supply, carting of specials, Lowering them into trances, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.
314	In B.O.E. Roads
315	For 90 mm to 110 mm dia
316	For 140 mm to 160 mm dia
317	For 200 mm to 250 mm dia
318	For 250 mm to 300 mm dia
319	In Bitumin Roads
320	For 90 mm to 110 mm dia
321	For 140 mm to 160 mm dia
322	For 200 mm to 250 mm dia
323	For 250 mm to 300 mm dia
324	For 350 mm to 500 mm dia
325	In C. C. Roads
326	For 90 mm to 110 mm dia
327	For 140 mm to 160 mm dia
328	For 200 mm to 250 mm dia
329	For 250 mm to 300 mm dia
330	For 350 mm to 500 mm dia
331	In C. C. Interlocking tiles Roads
332	For 90 mm to 110 mm dia
333	For 140 mm to 160 mm dia
334	For 200 mm to 250 mm dia
335	For 250 mm to 300 mm dia
336	For 350 mm to 500 mm dia
337	In Earthen Roads
338	For 90 mm to 110 mm dia
339	For 140 mm to 160 mm dia
340	For 200 mm to 250 mm dia
341	For 250 mm to 300 mm dia
342	CONSTRUCTION OF BOUNDARY WALL, GATE, SITE DEVELOPMENT & APPROACH ROAD FOR NEW CAMPUSES IN ZONE- 2
343	Provide all materials; labour T&P etc. for the construction of 1.20m high Boundary wall as per departmental type design direction of Engineer-in-charge.
344	Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design and fixing of gate 3.6 m wide gate and 1.2m wicket gate.
345	Provide all materials, labour T&P etc. required for proper completion of work and construct Interlocking approach road.
346	Provide all materials, labour T8P etc. required for proper completion of work including leveling, dressing excavation and filling of earth where necessary for develop of water works site including carriage of earth.
347	Construction of Drain as per type design in all materials, labour T&P etc. required for proper completion of work inside campous for proper drainage. Size (300 mm x 300 mm).
348	Provision of Solar Lighting in campus as per direction of Engineer-in-charge including all materials, labour T&P etc complete.
349	REPAIRING OF EXISTING BOUNDARY WALL, GATE, SITE DEVELOPMENT & APPROACH ROAD FOR OLD CAMPUS IN ZONE- 1, 2, 3, 4
350	Provide all materials; labour T&P etc. for the repairing of existing Boundary wall as per direction of Engineer-in-charge.
351	Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design and fixing of gate 3.6 m wide gate and 1.2m wicket gate.
352	Provide all materials, labour T&P etc. required for proper completion of work and construct Interlocking approach road.
353	CONSTRUCTION OF HALF SET SINGLE ROOMED QUATERS FOR OPERATING STAFF AS PER DEPARTMENTAL TYPE DESIGN (4 Nos)
354	Excavation in foundation in ordinary soil (loan, clay, and / or sand) including lift up to 1.5m and leap up to 50m refilling, watering, and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches,or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
355	Concrete with 40 mm gauge brick ballast, coarse sand and cement in proportion of 1:6:12 in foundation including supply of all materials, labour, T&P etc required for proper completion of work.
356	First class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour T&P etc required for proper completion of work.
357	25 mm thick damp proof coarse with cement ,stone grit 12mm and coarse sand in the proportion of 1:1.5:3 including approved water-proofing materials including supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work.
358	Sand filling in the foundation including supply of labour,material ,T&P etc .
359	Ist Class brick work in 1:4 cement and coarse sand mortar in superstructure including supply of all material, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick).
360	12 mm thick plaster with cement and coarse sand mortar in proportion of 1:4 over brickwork, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work.
361	20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials, labour ,T&P etc for proper completion of work.
362	Same as above but in proportion 1:4 with cement and coarse sand mortar, over ceiling.
363	Struck pointing in cement mortar 1:2 with colouringmaterial to match with the brickwork colour including supply of all materials ,labour, T&P etc required for proper completion of work.
364	R.C.C. work with Cement approved Coarse sand and 20mm Gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors, windows & sunshade excluding reinforcement and its bending but including its fixing and binding the same 24 B WG wire in position with supply all materials labour T&P etc required for proper completion of work.
365	Mild steel or iron work in RCC or RB work (when not included in overall rates ) brought to required shape as necessary ,including bending and supply of steel and wastage for completion of work
366	Supply and fixing of MS angle iron chaukhats of 40x40x6mm size including simoe moulding straight work as in chaukhats and also supply of all materials ,labour, T&P etc required for proper completion of work.
367	Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting ,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work.
368	Mild steel grill in windows wrought to required form including supply of labour, steel ,T&P etc for proper completion of work.
369	25 mm thick (1:2:4) plain cement concrete floor with cement course sand and 20 mm gauge stone ballast, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified, and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. including 75 mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all materials, labour T&P etc required for proper completion of work.
370	Same as item no 16 above but 40 mm thick over base concrete consisting of cement, coarse sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.
371	First class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work.
372	Supply of 40 mm thick sheesham wood door/window shutters with 9 mm thick Plywood or pressed Wood pannels and fixing Cleats, stops, hinges, locks, bolts, handlers , spring and other fittings. (Excluding suply of Fittings).
373	Supply and fixing of oxidized iron fittings of approved make for doors and windows.
374	Painting or Varnishing new iron work or new wood work with one coat priming and two coat of approved paint or Vamish inclduing supply of all materials, labour T&P etc. complete required for proper completion of the work.
375	White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work
376	Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
377	Painting with premium acrylic smooth paint with silicon additive of approved brand and manufacture such as Berger, Apex Ultima, Shalimar, Asian paints & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with wall putty or approved synthetic material & sand papered smooth including cost of all materials.
378	Provide all material, labour, T&P etc. and construct 100 mm dia semi circular C.C. covered drain inclduing rendering the surface smooth with neat cement.
379	Supply of all materials, labour,T&P etc and construct inspection chamber as per type design and drawing.
380	Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc.
381	Supply of all material ,labour,T&P etc fixing of water tap required for proper completion of the work.
382	Supply of all material ,labour,T&P etc fixing of float valve required for proper completion of the work.
383	Supply and fixing of 110mm dia PVC pipe from U trap to septic tank including supply of all special materials required for proper completion of the work.
384	Provision for internal electrification including supply of all materials, labour, T&P etc. complete.
385	Supply and fix 110mm dia PVC down Pipe with rose heads,bends, gratings with necessary MS clamps 25mmx 3mm fixed with walls including supply of 150mm long ,6mm dia nails including supply of all materials ,labour etc for proper completion of work.
386	20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials, labour ,T&P etc for proper completion of work.
387	Construction of septic tank and soak pit including supply of materials labour etc complete.
388	Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank.
389	Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work.
390	Provision for electrification inside and outside of the quarter.
391	REPAIR OF ONE NO. EXISTING STAFF QUARTER (5 nos)
392	Ist Class brick work in 1:4 cement and local sand mortar in superstructure including supply of all material, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick).
393	12 mm thick plaster with cement & coarse sand mortar in 1:1:5 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work.
394	Scraping old color washing and preparing the surface by removing loos material etc. including all labour and T&P etc complete.
395	40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.
396	White washing in three coat including supply of all materials, labour, T&Petc. complete required for proper completion of the work
397	Providing plaster of Paris wall putty of 2mm thickness over plasteredsurface to prepare the surface even and smooth complete.
398	Apex Ultima /Acrylic Exterior/ interior paint of approved brand &manufacturer & of required shade on under coated wall surface to give an uniform surface over one primer coat of white cement of approved brand after thoroughly brushing and rubbing the surface free from mortardroppings & other foreign matters including prepairing even surface with plaster of paris including supply of all material labour T&P etc required for proper completion of work.
399	Supply and fixing of flush doors including supply of all materials, paints,labour T&P etc. required for proper completion of the work.
400	Repair for electric fitting
401	Repair for sanitation work
402	Construction of Office-cum-Control Room of size 8mX10m as per direction of engineer-in-charge.
403	Construction of Master Control Room of size 8mX10m as per direction of engineer-in-charge.
404	Construction of Admin Building as per approved type design with specifications conforming to latest relevant IS Code and as per direction of Engineer Incharge
405	Permission from other department.
406	E&M Work - Tubwell related.
407	Construction of TW for 1200 LPM :
408	TRANSPORTATION
409	Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
410	Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
411	Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
412	Transportation of TubewellL Assembly including Loading , unloading with labour etc complete in all respect .
413	CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II)
414	DC Drilling upto 200M
415	Logging of Bore
416	Drilling of 600mm dia bore from G.L. to 65 m BGL.
417	Drilling of 500mm dia bore from 65 m BGL to 100m BGL.
418	Drilling of 500mm dia bore from 101m BGL to 165m BGL.
419	LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-
420	Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
421	Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL.
422	Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL.
423	Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 150m BGL.
424	TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110)
425	M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail pliug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect.
426	300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , 10 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect .
427	200mm dia MSERW 7.1mm thick plain /slotted pipe including with 20 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 10 no center guide etc comp in all respect.
428	PEA-GRAVEL (As per IS 4097)
429	1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.
430	DEVELOPMNET OF TUBE WELL
431	Development of tube well by 250 PSI air compressor
432	Development of tube well by 3 cusec O.P. Unit.
433	Cutting & Re welding of wellcap before & after development of tubewell by compressor & O.P. Unit including barricading of Site during construction of tubewell.
434	Chemical and bacteriological test.
435	Pumping Plant & Instrumentation Including Servo Stablizer and Chlorinating Plant For New/Existing Tubewells
436	SITC of 1200 LPM 31 & 32m head 15 H.P submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 150 mm dia column pipe 24 meter,150 mm dia NRV,150 mm dia CI D/F Bend 90 Degree,150 mm dia CI A/F Tee, 150 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.
437	SITC of 1200 LPM 56m head 25 hp submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 150 mm dia column pipe 24 meter,150 mm dia NRV,150 mm dia CI D/F Bend 90 Degree,150 mm dia CI A/F Tee, 150 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.
438	SITC of 1200 LPM 59 m head 30 hp submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 150 mm dia column pipe 24 meter,150 mm dia NRV,150 mm dia CI D/F Bend 90 Degree,150 mm dia CI A/F Tee, 150 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.
439	SITC of 900 LPM 56 m 20 HP submersible clear water pumping plant ( suitable head as per site condition and direction of engineer in charge) suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia column pipe 24 meter,100 mm dia NRV,100 mm dia CI D/F Bend 90 Degree,100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, stabilizer, wiring of pump house internal and external, chainpully block , and all pumping plant accessories with nut bolts and rubber packing etc.
440	SCADA compatable chlorinating System
441	Supply & Erection of Servo Stabilizer of 20 KVA
442	Supply & Erection of Servo Stabilizer of 25 KVA
443	Supply & Erection of Servo Stabilizer of 30 KVA
444	Supply & Erection of Servo Stabilizer of 40 KVA
445	CE / UL certified Intelligent smart energy meter
446	Motor Operated Actuator having positioning card with Sluice Valve (150mm)
447	CE / UL certified Electromagnetic flowmeter of size:150mm
448	Digital Soft starter (15 KW)
449	Digital Soft starter (22 KW)
450	Digital Soft starter (30 KW)
451	Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)
452	Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (125 Amps)
453	Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (160 Amps)
454	CE / UL certified Hydrostatatic type sub soil water level transmitter
455	CE / UL certified Pressure Transmitter
456	CE / UL certified Surge protector for control panel
457	CE / UL certified 7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters
458	Control panel with IP 54 protection, industrial grade from all equipments (separate for control (24V) and power equipments.
459	Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
460	Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work.
461	Internal electrification of pump house and chlorinating room.
462	SITC of SCADA And Automation for New/Existing TWs
463	Fully Automation of T/W through SCADA complete in all respect e.g. supply installationtesting of all required RTU, wireless communication device, control panel, PLC, Programming,software, Licences, wiring etc complete in all respect including mobile based app development and interconnection with LCS,MCS central control room Gonda & central control room Lucknow as per 24 x 7 water supply requirement.
464	Complete trail Run & operation of all new & old/existing tubewell including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.
465	Pumping Plant & Instrumentation Of CWR Zone 5
466	V.T. Pump- Motor Set
467	3400 LPM 32M head Clear Water 1450 RPM, surface discharge, self water lubricated, Bottom Suction with 150 mm dia size & 6 M long column Assembly ( Column Pipe shaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft 1450 RPM squirrel cage 400 V ± 10% 50 Hz, AC, Motor etc. (or suitable head, H.P, RPM of pump motor & size & length of coloumn pipes as per site condition and direction of engineer in charge)
468	Starter
469	Provision of Digital Soft Starter to operate Upto 40HP motor (or suitable Capacity as per site condition and direction of engineer in charge) at 0.4 KV + 10% 3 phase, 50 Hz. A.C. and to control the above motors. It shall comprise of all protection devices as per latest I.S.S. specifications.
470	L.T. Switchgear Panel Board
471	Provision of 1 no. panel extensible type switch board suitable for 0.4 KV 3 phase 50 HZ. A.C. in cubical pattern, floor mounting complete with insulated bus bars of suitable size for required load. The switch board shall consist of the following : a. One no. Incoming Panel comprising of 400 Amps MCCB indoor vertical isolation horizontally draw out type with relays as per ISS. Panel will be comprising of voltmeter with selector switch, power factor meter, frequency meter. KWH meter and ammeter complete with selector switch, motor protection relay etc to operate 03 nos. 40 H.P. motor (or suitable Capacity as per site condition and direction of engineer in charge). . b. 3 Nos. outgoing panels for pumping plants. Each panel of 200 Amps capacity MCCB with ammeter and C.T. with selector switch, KW meter, single phasing preventer, capacitor etc to operate 03 nos. 40 H.P. motor. c. 2 No. outgoing panels for misc. work comprising of 100Amp MCCB.
472	Provision and laying of PVC armoured Power cables of required sizes with earthing material.for internal wiring i.e Panel to Starters and from Starters to Motors
473	Delivery pipes and specials as per details given below (or suitable size as per site condition and direction of engineer in charge): 200 mm size individual delivery and 300 mm size common delivery with jointing material, valves, Tee, bends etc. a. 200 mm dia Detachable Joint-3 Nos b. 200 mm dia Bend- 3 Nos c. 200 X 300 X 300mm Tee- 3 Nos d. 200 mm Reflux Valve-3 Nos. e. 200 mm dia Duckfoot Bend-1 Nos. f. 300 mm dia Common Header-15 M g. 300 mm dia Blind Flange- 1 No h. Dismantlling Joint 200 mm dia - 3 Nos. i. Dismantlling Joint 300 mm dia - 01 Nos. j. 300 mm Reflux Valve-01 Nos.
474	Provision of MS Girder for pump base etc.
475	Chukkered Plate and Grills to cover the Gaps between Girder and Adjacent Pumps
476	Internal electrification of Pump House (CWR), Pannel room and campus with Light & Fan wiring and & other Necessary works.
477	Supply of Electro menhanical type chlorinating plant 0 to 30 LPH capacity pump set Suitable for 500 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete ste, Sodium Hypochloride liquid is used in this type of chlorinator which contains 120 gms of chlorine in 1000 ml Quantity Confirming quality Manegment System Standard NS-EN ISO 9001-2000
478	H.O.T. crane of 3 Tones capacity , Lift 4.5 Mtr
479	Testing of pumps & other equipment at work site
480	Painting of equipment with two coats.
481	CE / UL certified Intelligent smart energy meter
482	Motor Operated sluice valve with Actuator for Pumps(200 mm dia or suitable size as per site condition and direction of engineer in charge)
483	Motor Operated sluice valve with Actuator for Common Header (300mm dia or suitable size as per site condition and direction of engineer in charge)
484	Electromagnetic flowmeter of size: 300 mm for common header (or suitable size as per site condition and direction of engineer in charge)
485	Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (200 Amps)
486	CE / UL certified Radar type Level Transmitter for CWR
487	CE / UL certified Smart Pressure Transmitter
488	CE / UL certified Surge protector for control panel
489	CE / UL certified 7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters
490	Complete Cabling for ZPS including all power & control cable of all equipments at ZPS and OHT
491	Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments.
492	Installation, commissioning & testing
493	Security surveillance IP Camera with recorder
494	Complete trail Run & operation of above Zone CWR ,Booster Pump & tw including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.
495	Pumping Plant & Instrumentation Of Existing CWR Zone 6
496	V.T. Pump- Motor Set
497	2100 LPM 30M head Clear Water 1450 RPM, surface discharge, self water lubricated, Bottom Suction with 200 mm dia size 6 M long column Assembly ( Column Pipe shaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft 1450 RPM squirrel cage 400 V ± 10% 50 Hz, AC, Motor etc. (or suitable head, H.P, RPM of pump motor & size & length of coloumn pipes as per site condition and direction of engineer in charge)
498	Starter
499	Provision of Digital Soft Starter to operate Upto 40 HP motor (or suitable Capacity as per site condition and direction of engineer in charge) at 0.4 KV + 10% 3 phase, 50 Hz. A.C. and to control the above motors. It shall comprise of all protection devices as per latest I.S.S. specifications.
500	L.T. Switchgear Panel Board

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Tender For Gonda Nagar Palika Parishad Water Supply Re-Organisation Scheme, Distt-Gonda, Gonda-Uttar Pradesh

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