Tender For Construction Of Narendra Nagar Pumping Water Supply Scheme Including All Civil And Electrical And Mechanical Works In Block Narendra Nagar Of District Tehri Under Amrut Programme, Tehri Garhwal-Uttarakhand

TDR : 36482967

Tender Notice
BOQ

Expired

Tehri Garhwal , Uttarakhand

Tender Brief : Tender For Construction Of Narendra Nagar Pumping Water Supply Scheme Including All Civil And Electrical And Mechanical Works In Block Narendra Nagar Of District Tehri Under Amrut Programme

Document Fees
₹ 5900 /-

EMD
₹ 1300000.0 /-

Tender Value
₹ 6.50 Crore /-

Submission Date
13-03-2023

Competition Type
Indian

Bidding Type
Tender

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1	PART (A) - CIVIL WORKS:-Source Work
2	Supply of all materials, labour & T&P etc. and construct the following works as per type design and drawings complete
3	Steel Intake chamber for spring (0.60x0.60) M.
4	Gadhera tapping arrangement RCC Intake Chamber(1.00x1.00x1.50)
5	Supply of all materials, labour, T&P etc. and construct S.C.C. cum roughening filter of (1 MX 1 M) size as per type design
6	Excavation
7	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
8	Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
9	Excavation in decomposed, weathered or soft rockby using special T&P in pipe line trenches lead up to 30M and lift up to 1.5M required for proper completion of work.
10	Excavation in Medium Rock by chiseling or by using special T&P in pipe line trenches lead up to 30 M and lift up to 1.5 M required for proper completion of work.
11	RISING MAIN
12	Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of MS ERWPipes grade Yst 210, Jointingby electric welding process with proper grade ofeletrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
13	250 mm MSERW YST 210 pipe 7.1 mm Thick pipe Replacing from existing Under Narendra Nagar Reorg. Water Supply
14	200 MM dia YST-210,4.8 mm thick
15	200 MM dia YST-210,4.8 mm thick
16	150 mm MSERW YST 210 pipe 5.6 mm Thick pipe
17	GRAVITY MAIN
18	Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of MS ERWPipes grade Yst 210, Jointingby electric welding process with proper grade ofeletrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
19	100 mm dia 4.8 mm Thick
20	80 mm dia 4.8 mm Thick
21	Providing of all materials, Carting from site store tositeofwork,Laying&JointingofG.Ipipes confirming to IS : 1239 (PART-1) including supply ofalljointingmaterialslikespecials,white lead, hempandoiletcintrencheswithitscutting, threading and testing of pipe line etc complete.
22	32 mm dia Medium Duty (Class \"B\")
23	50mm dia Medium Duty (Class \"B\")
24	Dismentaling and Relaying of Existing Pipe Line includingall material,labour& TP
25	80 mm dia GI (Medium)
26	CLEAR WATER RESERVOIR
27	Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing,filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2
28	300.00 KL
29	Supply and fixingof FRP coated MS Bucket type Chlorinator of 25 liters capacity with chlorination arranements.
30	DISTRIBUTION MAIN
31	Providing of all materials, carting from site store to site of work,laying and jointing of G.I. pipes confirming to IS: 1239 (PART-1) including supply of all jointing, materials like specials, while lead, hemp and oil etc. in trenches with is cutting, therading and testing of pipe line etc. complete.
32	15 mm dia Medium Duty (Class \"B\") for HH connection
33	20 mm dia Medium Duty (Class \"B\")
34	25 mm dia Medium Duty (Class \"B\")
35	32 mm dia Medium Duty (Class \"B\")
36	40 mm dia Medium Duty (Class \"B\")
37	50 mm dia Medium Duty (Class \"B\")
38	65 mm dia Medium Duty (Class \"B\")
39	80 mm dia Medium Duty (Class \"B\")
40	100 mm dia Medium Duty (Class \"B\")
41	125 mm dia Medium Duty (Class \"B\")
42	150 mm dia Medium Duty (Class \"B\")
43	Supply & Fixing Reflux Valves in position including all material, labour, T&P with cartage etc complete.
44	250 mm dia cast steel Reflux valve W.P.50 Kg/Cm2
45	150 mm dia cast steel Reflux valve,W.P.30 Kg/Cm2
46	Providing & Fixing D.I. D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labour, T&P with cartage etc complete PN-16
47	250-mm dia cast steel sluice valve,W.P.50 Kg/cm2
48	150-mm dia cast steel sluice valve,W.P.50 Kg/cm2
49	Providing & Fixing P/F of C.I. D/F Sluice Valves confirming to IS 14846-2000in positionetc.including all material, labour, T&P with cartage etc complete PN-16
50	100 mm nominal bore
51	150 mm nominal bore
52	300 mm nominal bore
53	P/F of C.I Air Valve (Screwed) in position including all material, labour, T&P etc complete.
54	15-mm nominal bore
55	20-mm nominal bore
56	25-mm nominal bore
57	Providing & fixing Brass G.M. Valve / Wheel Valve in position including alll material, labour, T&P etc. complete.
58	25 mm nominal bore
59	32 mm nominal bore
60	40 mm nominal bore
61	50 mm nominal bore
62	65 mm nominal bore
63	80 mm nominal bore
64	Painting Steel work with Deluxe Multi Surface Paint to give sq.m an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
65	Construction masonary chamber 1.2MX1.5 cm size with FPS designation brick work in cement mortar 1:4 (1 Cement : 4 Coarse Sand) in cement mortar 1:4(1 cement :4 coarse sand) for sluice valve,RCC top slab 1:2:4 mix(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3( 1 cement:3 coarse sand) 12 mm thick finished with floating coat of neat cement complete as per standard design
66	Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
67	Construction masonary chamber 60x45x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 Cement : 4 Coarse Sand) with locking arrangement and RCC top slab 1:2:4 mix (1 Cement : 2 Coarse Sand 4 graded stone aggregate 20 mm nominal size) necesssary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design with FPS Bricks.
68	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)forsupply of anchor hook of (3 Nos) 16 mm dia. & 1.00 mtr. long tor steel, including supply of all material, labour, T & P etc. required for proper completion of the work for Anchor/Thrust Blocks of required size as per site requirement or as per satisfaction & approval of Engineer in Charge
69	M.S. Iron work in anchor block/Thrust Block,including supply,cartage,fixing,cutting,bending etc completeSteel reinforcement for R.C.C. work
70	Centering and shuttering including strutting, propping etc. and removal of form work for Columns, pillars, piers, abutments,posts and struts.
71	Protection work -Details Construction of protection works including necessary Earth Work for Site Development,Rising Main, Clear Water Reservoir, Staff Quarter, etc. as per site conditions wherever necessary as follows :-
72	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
73	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
74	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centering, shuttering and finishing with 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
75	Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD
76	Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction
77	Reinstatement of Road
78	Providing and laying of position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 ( 1 cement : 4 coarse sand (zone - III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
79	Providing and laying of position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 ( 1 cement : 2 coarse sand (zone - III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
80	WATER METER
81	Supplying and fixing of following size ofwater meterincluding carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect. Water meters confirming to IS: 779-1994 P/F AMR water meter Class B multijet as per IS 779-1994 or ISO 4064-2005 CE mark IP68 along with (i)- LORA based AMR module of 5 Km. range and with frequency band 865 MHz maximum power upto 20.5 DBM.(ii)- Non rechargable Lithium Ion battery with 5 year Battery life (Considering 1 reading / day)
82	15 mm
83	Supplying and fixing of following size ofwater meterincluding carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect.P/F AMR compatiable Class-B water meter as pern 779- 1994 or ISO 4064-2005, inferential type multijet, magnetically coupled having dry dial brass bronze body, copper cane / stainless steel register with 5 mm thick glass dialer with connecting pieces etc. complete.
84	Woltman Bulk water meter
85	80 mm dia
86	100 mm dia
87	150 mm dia
88	200 mm dia
89	PUMP HOUSE (5.0 M X 7.00 M)
90	Construction of Pump House of size 5.0 X 7.0 m includingsupply of all materials, labour, T&P etc. complete with cartage of materialsas per satisfaction & approval of Engineer in Charge
91	STAFF QUARTER:-Design, drawing, testing bearing capacity of soil & construction of Staff Quarter as follows made up of Brick masonry with R.C.C. flat roof includingplumbing,electric fitting,sanitary works and supply of all materials, labour, T&P etc. complete with cartage of materialsas per satisfaction & approval of Engineer in Chargefor pump operators and Chaukidar as per type design and drawing.
92	APPROACH ROAD, BOUNDRY WALL AND OTHER MISCELLANEOUS WORKS
93	Construction of Boundary Wall made up of Brick masonry 1.5 m height in Ist Class Brick Masonary with 1:6 cement sandmortaras per approved design & drawing at T/W-I,II,III,Staff Quarter and Top CWR\"S campus including supply of all materials, labour, T&P etc. complete with cartage of materials as per satisfaction & approval of Engineer in Charge
94	Supply and fixingof 3.6 mwide Gate with Pillars including all material, labour, T&P etc complete.
95	Part (B)- E&M Works
96	Supply, Installation, Testing and Commissioning Of Following Pumping Plant with Acessories (at Stage 1)
97	Electric driven horizontalcentrifugal clear water pump capable of delivering 1400 Lpmdischargeagainst a total head of 230 mtrcomplete with coupling, coupling guards & MS fabricated heavy duty base plate for mounting above pump and motor.
98	110 kw Electric motor squirrel cage/TEFC type/2900 rpm suitable to operate on 415+/- 10% volts, 3 phases 50 C\s AC supply
99	110 kw Air Cooled fully automatic star delta starter suitable to control above motor with over load and under voltage protections
100	MS sheet steel fabricated dust and vermin proof cubical type floor mounting control panel made out of 14/16 SWG MS sheet & copper bus bar complete (as per sheet attached).
101	Power wiring and earthing material.
102	Complete power wiring to carry out wiring from Transformer to pump house control panel to starters to motors as below
103	150 mm2 size 3.5 core Al conductor armoured XLPE sheathed cable of 1.1 KV grade.
104	95 mm2 size 3- core copper conductor unarmoured XLPE sheathed cable of 1.1 KV grade
105	Jointing material
106	Earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required.
107	Main piping and valves (As per sheet attached)
108	Guages each set consist following items-
109	Pressure guageof range 0-50 kg/cm2 - 1 Nos.
110	Compound guage of range 0- (+/-) 1 kg./cm2 -1 Nos.
111	Heavy duty brass control cock, MS nipple,pipe,elbow etc.
112	Tools such as spanner set, pliers, hammers, screw drivers, crimping tools, bearing pullers etc. required for maintenance of pumping plants.
113	5 Tonne capacity, 6m span HOT crane, 4.5 m lift with gantry, girder, cross girders, chainpulley block etc.
114	Rubber resistance sheet size 1 m x 2 m x 0.025m.
115	Testing of pumping plants at works
116	Testing of pumping plants at site
117	Internal and external electrification of pump house(detailed sheet attached).
118	Main switch 250 Amp MCCB with frame.
119	Painting of pumping plant
120	Transformers
121	Cost of S.I.T.C. of transformer at pumping station including carting etc.
122	For stage- 1200 KVA
123	Earthing as per I.E rules for transformer at Intakewell, MPS, IPS- I, II & III
124	HT Power cables for transformers
125	Supply and laying of 95 mm2, Al. conductor, 3 core PVC sheathed XLPEHT cable
126	HT Cable jointing kit
127	Cost of fencing of transformers
128	Testing of transformer at works
129	Automation
130	S.I.T.C. of following Items and Customization of Software & Integration with the existing SCADA Station
131	GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS(RTUs shells be integrated with the starter Panel)
132	GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.
133	Electromagnetic insertion type flow meters for line sizes 150 mm with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA
134	Energy meters suitable for automation
135	Valve autuator for 150 mm dia valve
136	Actuator Panels
137	Hard wired timer circuit for actuators
138	Pressure transmitter
139	Isolation Transformer (440 V step down 220 V for protection of site automation)
140	Over voltage & under voltage trip protection (350 V- 450 V)
141	Level transmitter of 10 mt range
142	Cabling Work
143	Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable
144	4 Core x 2.5 sq mm Cu Power cable
145	4C x 1.5 sq mm PVC coated flexible unscreened Cu cable
146	10C x 1.5 sq mm PVC coated flexible unscreened Cu cable
147	Conduit pipe 1\" PVC
148	Conduit pipe 1.5\" PVC
149	Customization of software & Integration with existing SCADA Station
150	Errection, commissioning & customization of iRTU/PLC & software
151	PART (C) - CIVIL & E/M WORKS:-
152	Operation and maintenance of the schemeafter successful construction, testing commissioning of the scheme and opretion and maintence of the scheme for further period of 05 years.

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Tender For Construction Of Narendra Nagar Pumping Water Supply Scheme Including All Civil And Electrical And Mechanical Works In Block Narendra Nagar Of District Tehri Under Amrut Programme, Tehri Garhwal-Uttarakhand

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Sl. No.	Item Description
1	PART (A) - CIVIL WORKS:-Source Work
2	Supply of all materials, labour & T&P etc. and construct the following works as per type design and drawings complete
3	Steel Intake chamber for spring (0.60x0.60) M.
4	Gadhera tapping arrangement RCC Intake Chamber(1.00x1.00x1.50)
5	Supply of all materials, labour, T&P etc. and construct S.C.C. cum roughening filter of (1 MX 1 M) size as per type design
6	Excavation
7	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
8	Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
9	Excavation in decomposed, weathered or soft rockby using special T&P in pipe line trenches lead up to 30M and lift up to 1.5M required for proper completion of work.
10	Excavation in Medium Rock by chiseling or by using special T&P in pipe line trenches lead up to 30 M and lift up to 1.5 M required for proper completion of work.
11	RISING MAIN
12	Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of MS ERWPipes grade Yst 210, Jointingby electric welding process with proper grade ofeletrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
13	250 mm MSERW YST 210 pipe 7.1 mm Thick pipe Replacing from existing Under Narendra Nagar Reorg. Water Supply
14	200 MM dia YST-210,4.8 mm thick
15	200 MM dia YST-210,4.8 mm thick
16	150 mm MSERW YST 210 pipe 5.6 mm Thick pipe
17	GRAVITY MAIN
18	Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of MS ERWPipes grade Yst 210, Jointingby electric welding process with proper grade ofeletrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
19	100 mm dia 4.8 mm Thick
20	80 mm dia 4.8 mm Thick
21	Providing of all materials, Carting from site store tositeofwork,Laying&JointingofG.Ipipes confirming to IS : 1239 (PART-1) including supply ofalljointingmaterialslikespecials,white lead, hempandoiletcintrencheswithitscutting, threading and testing of pipe line etc complete.
22	32 mm dia Medium Duty (Class \"B\")
23	50mm dia Medium Duty (Class \"B\")
24	Dismentaling and Relaying of Existing Pipe Line includingall material,labour& TP
25	80 mm dia GI (Medium)
26	CLEAR WATER RESERVOIR
27	Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing,filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2
28	300.00 KL
29	Supply and fixingof FRP coated MS Bucket type Chlorinator of 25 liters capacity with chlorination arranements.
30	DISTRIBUTION MAIN
31	Providing of all materials, carting from site store to site of work,laying and jointing of G.I. pipes confirming to IS: 1239 (PART-1) including supply of all jointing, materials like specials, while lead, hemp and oil etc. in trenches with is cutting, therading and testing of pipe line etc. complete.
32	15 mm dia Medium Duty (Class \"B\") for HH connection
33	20 mm dia Medium Duty (Class \"B\")
34	25 mm dia Medium Duty (Class \"B\")
35	32 mm dia Medium Duty (Class \"B\")
36	40 mm dia Medium Duty (Class \"B\")
37	50 mm dia Medium Duty (Class \"B\")
38	65 mm dia Medium Duty (Class \"B\")
39	80 mm dia Medium Duty (Class \"B\")
40	100 mm dia Medium Duty (Class \"B\")
41	125 mm dia Medium Duty (Class \"B\")
42	150 mm dia Medium Duty (Class \"B\")
43	Supply & Fixing Reflux Valves in position including all material, labour, T&P with cartage etc complete.
44	250 mm dia cast steel Reflux valve W.P.50 Kg/Cm2
45	150 mm dia cast steel Reflux valve,W.P.30 Kg/Cm2
46	Providing & Fixing D.I. D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labour, T&P with cartage etc complete PN-16
47	250-mm dia cast steel sluice valve,W.P.50 Kg/cm2
48	150-mm dia cast steel sluice valve,W.P.50 Kg/cm2
49	Providing & Fixing P/F of C.I. D/F Sluice Valves confirming to IS 14846-2000in positionetc.including all material, labour, T&P with cartage etc complete PN-16
50	100 mm nominal bore
51	150 mm nominal bore
52	300 mm nominal bore
53	P/F of C.I Air Valve (Screwed) in position including all material, labour, T&P etc complete.
54	15-mm nominal bore
55	20-mm nominal bore
56	25-mm nominal bore
57	Providing & fixing Brass G.M. Valve / Wheel Valve in position including alll material, labour, T&P etc. complete.
58	25 mm nominal bore
59	32 mm nominal bore
60	40 mm nominal bore
61	50 mm nominal bore
62	65 mm nominal bore
63	80 mm nominal bore
64	Painting Steel work with Deluxe Multi Surface Paint to give sq.m an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
65	Construction masonary chamber 1.2MX1.5 cm size with FPS designation brick work in cement mortar 1:4 (1 Cement : 4 Coarse Sand) in cement mortar 1:4(1 cement :4 coarse sand) for sluice valve,RCC top slab 1:2:4 mix(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3( 1 cement:3 coarse sand) 12 mm thick finished with floating coat of neat cement complete as per standard design
66	Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
67	Construction masonary chamber 60x45x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 Cement : 4 Coarse Sand) with locking arrangement and RCC top slab 1:2:4 mix (1 Cement : 2 Coarse Sand 4 graded stone aggregate 20 mm nominal size) necesssary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design with FPS Bricks.
68	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)forsupply of anchor hook of (3 Nos) 16 mm dia. & 1.00 mtr. long tor steel, including supply of all material, labour, T & P etc. required for proper completion of the work for Anchor/Thrust Blocks of required size as per site requirement or as per satisfaction & approval of Engineer in Charge
69	M.S. Iron work in anchor block/Thrust Block,including supply,cartage,fixing,cutting,bending etc completeSteel reinforcement for R.C.C. work
70	Centering and shuttering including strutting, propping etc. and removal of form work for Columns, pillars, piers, abutments,posts and struts.
71	Protection work -Details Construction of protection works including necessary Earth Work for Site Development,Rising Main, Clear Water Reservoir, Staff Quarter, etc. as per site conditions wherever necessary as follows :-
72	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
73	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
74	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centering, shuttering and finishing with 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
75	Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD
76	Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction
77	Reinstatement of Road
78	Providing and laying of position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 ( 1 cement : 4 coarse sand (zone - III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
79	Providing and laying of position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 ( 1 cement : 2 coarse sand (zone - III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
80	WATER METER
81	Supplying and fixing of following size ofwater meterincluding carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect. Water meters confirming to IS: 779-1994 P/F AMR water meter Class B multijet as per IS 779-1994 or ISO 4064-2005 CE mark IP68 along with (i)- LORA based AMR module of 5 Km. range and with frequency band 865 MHz maximum power upto 20.5 DBM.(ii)- Non rechargable Lithium Ion battery with 5 year Battery life (Considering 1 reading / day)
82	15 mm
83	Supplying and fixing of following size ofwater meterincluding carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect.P/F AMR compatiable Class-B water meter as pern 779- 1994 or ISO 4064-2005, inferential type multijet, magnetically coupled having dry dial brass bronze body, copper cane / stainless steel register with 5 mm thick glass dialer with connecting pieces etc. complete.
84	Woltman Bulk water meter
85	80 mm dia
86	100 mm dia
87	150 mm dia
88	200 mm dia
89	PUMP HOUSE (5.0 M X 7.00 M)
90	Construction of Pump House of size 5.0 X 7.0 m includingsupply of all materials, labour, T&P etc. complete with cartage of materialsas per satisfaction & approval of Engineer in Charge
91	STAFF QUARTER:-Design, drawing, testing bearing capacity of soil & construction of Staff Quarter as follows made up of Brick masonry with R.C.C. flat roof includingplumbing,electric fitting,sanitary works and supply of all materials, labour, T&P etc. complete with cartage of materialsas per satisfaction & approval of Engineer in Chargefor pump operators and Chaukidar as per type design and drawing.
92	APPROACH ROAD, BOUNDRY WALL AND OTHER MISCELLANEOUS WORKS
93	Construction of Boundary Wall made up of Brick masonry 1.5 m height in Ist Class Brick Masonary with 1:6 cement sandmortaras per approved design & drawing at T/W-I,II,III,Staff Quarter and Top CWR\"S campus including supply of all materials, labour, T&P etc. complete with cartage of materials as per satisfaction & approval of Engineer in Charge
94	Supply and fixingof 3.6 mwide Gate with Pillars including all material, labour, T&P etc complete.
95	Part (B)- E&M Works
96	Supply, Installation, Testing and Commissioning Of Following Pumping Plant with Acessories (at Stage 1)
97	Electric driven horizontalcentrifugal clear water pump capable of delivering 1400 Lpmdischargeagainst a total head of 230 mtrcomplete with coupling, coupling guards & MS fabricated heavy duty base plate for mounting above pump and motor.
98	110 kw Electric motor squirrel cage/TEFC type/2900 rpm suitable to operate on 415+/- 10% volts, 3 phases 50 C\s AC supply
99	110 kw Air Cooled fully automatic star delta starter suitable to control above motor with over load and under voltage protections
100	MS sheet steel fabricated dust and vermin proof cubical type floor mounting control panel made out of 14/16 SWG MS sheet & copper bus bar complete (as per sheet attached).
101	Power wiring and earthing material.
102	Complete power wiring to carry out wiring from Transformer to pump house control panel to starters to motors as below
103	150 mm2 size 3.5 core Al conductor armoured XLPE sheathed cable of 1.1 KV grade.
104	95 mm2 size 3- core copper conductor unarmoured XLPE sheathed cable of 1.1 KV grade
105	Jointing material
106	Earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required.
107	Main piping and valves (As per sheet attached)
108	Guages each set consist following items-
109	Pressure guageof range 0-50 kg/cm2 - 1 Nos.
110	Compound guage of range 0- (+/-) 1 kg./cm2 -1 Nos.
111	Heavy duty brass control cock, MS nipple,pipe,elbow etc.
112	Tools such as spanner set, pliers, hammers, screw drivers, crimping tools, bearing pullers etc. required for maintenance of pumping plants.
113	5 Tonne capacity, 6m span HOT crane, 4.5 m lift with gantry, girder, cross girders, chainpulley block etc.
114	Rubber resistance sheet size 1 m x 2 m x 0.025m.
115	Testing of pumping plants at works
116	Testing of pumping plants at site
117	Internal and external electrification of pump house(detailed sheet attached).
118	Main switch 250 Amp MCCB with frame.
119	Painting of pumping plant
120	Transformers
121	Cost of S.I.T.C. of transformer at pumping station including carting etc.
122	For stage- 1200 KVA
123	Earthing as per I.E rules for transformer at Intakewell, MPS, IPS- I, II & III
124	HT Power cables for transformers
125	Supply and laying of 95 mm2, Al. conductor, 3 core PVC sheathed XLPEHT cable
126	HT Cable jointing kit
127	Cost of fencing of transformers
128	Testing of transformer at works
129	Automation
130	S.I.T.C. of following Items and Customization of Software & Integration with the existing SCADA Station
131	GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS(RTUs shells be integrated with the starter Panel)
132	GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.
133	Electromagnetic insertion type flow meters for line sizes 150 mm with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA
134	Energy meters suitable for automation
135	Valve autuator for 150 mm dia valve
136	Actuator Panels
137	Hard wired timer circuit for actuators
138	Pressure transmitter
139	Isolation Transformer (440 V step down 220 V for protection of site automation)
140	Over voltage & under voltage trip protection (350 V- 450 V)
141	Level transmitter of 10 mt range
142	Cabling Work
143	Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable
144	4 Core x 2.5 sq mm Cu Power cable
145	4C x 1.5 sq mm PVC coated flexible unscreened Cu cable
146	10C x 1.5 sq mm PVC coated flexible unscreened Cu cable
147	Conduit pipe 1\" PVC
148	Conduit pipe 1.5\" PVC
149	Customization of software & Integration with existing SCADA Station
150	Errection, commissioning & customization of iRTU/PLC & software
151	PART (C) - CIVIL & E/M WORKS:-
152	Operation and maintenance of the schemeafter successful construction, testing commissioning of the scheme and opretion and maintence of the scheme for further period of 05 years.

Tender For Construction Of Narendra Nagar Pumping Water Supply Scheme Including All Civil And Electrical And Mechanical Works In Block Narendra Nagar Of District Tehri Under Amrut Programme, Tehri Garhwal-Uttarakhand

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