Tender For Work Of (Roads, Drinking Water Network, Sewer Network, Treated Water Network And Rain Water Drainage) Under Internal Development Works In Traffic City Plan., Firozabad-Uttar Pradesh

TDR : 55664460

Tender Notice
BOQ

20 Days Left

Firozabad , Uttar Pradesh

Tender Brief : Tender For Work Of (Roads, Drinking Water Network, Sewer Network, Treated Water Network And Rain Water Drainage) Under Internal Development Works In Traffic City Plan.

Document Fees
₹ 23600 /-

EMD
₹ 5000000.0 /-

Tender Value
₹ 34.79 Crore /-

Submission Date
15-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.
2	Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).
3	Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).
4	Dismantling cement concrete or brick or granolithic floors including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).
5	Dismantling doors and windows including stacking of materials as directed by Engineer-In-Charge with a distance of 60 meters (200 feet).
6	Dismantling existing plaster including disposal of refuse as directed by Engineer-In-Charge within a distance of 60 meters.
7	Disposal of excavated earth with similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 2 km for all lifts, complete as per directions of Engineer-in-charge
8	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. -All kinds of soil
9	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil.
10	Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.
11	As in ltem above but excavation in soil mixed with moorum shingle kankar requiring the use of special tools and Plants such a pick axes subbals etc. Mannual (Small work)
12	Extra to every additional 30m lead or part of 30m (100ft) or for every additional 1.5m (5ft) lift or part of 1.5m (5ft)
13	In ordinary soil
14	Additional lift from 1.50-3.0m
15	Additional lift from 3.0-4.50m
16	Additional lift above 4.50m
17	In soil mixed with moorum shingle kankar
18	Additional lift from 1.50-3.0m
19	Additional lift from 3.0-4.50m
20	Additional lift above 4.50m
21	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - All kinds of soil.
22	Pipes, cables etc, not exceeding 80 mm dia.
23	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
24	Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.
25	Carting of surplus excavated rock/Soil within a lead of 5Km from the site to a distance suitable including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete.
26	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
27	Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete.(Measurements to be taken of the face area timbered).
28	Depth not exceeding 1.5 m
29	Depth exceeding 1.5 m but not exceeding 3 m
30	Depth exceeding 3.0 m
31	Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferably red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect.
32	Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.
33	Providing and laying cement concrete in 1:4:8 (1 Cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work
34	Providing and laying cement concrete in 1:2:4 (1 Cement:2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work.
35	Providing and laying cement concrete in 1:1.5:3 (1 Cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work.
36	Providing and laying in position ready mixed or machine batched and machine mixed at site design mix cement concrete for reinforced cement concrete work; using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
37	M30 grade with minimum cement content of 350 kg /cum
38	All works upto plinth level
39	All works above plinth level upto floor V level
40	Extra for laying concrete in or under foul positions
41	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. - Thermo-Mechanically Treated bars of grade Fe-500 D or more.
42	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level - - Thermo-Mechanically Treated bars of grade Fe-500 D or more.
43	Centering and shuttering including strutting, propping etc. and removal of form for
44	Foundations, footings, bases of columns, etc. for mass concrete
45	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
46	Suspended floors, roofs, landings, balconies and access platform
47	Lintels, beams, plinth beams, girders, bressumers and cantilevers
48	Columns, Pillars, Piers, Abutments, Posts and Struts
49	Extra for shuttering in circular work
50	Edges of slabs and breaks in floors and walls
51	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mmnominal size). - Pre-Cast Drain Cover Slab at 30metre interval
52	Extra for providing and mixing water proofing material in cement concrete and/or cement plaster work in proportion recommended by the manufacturers.
53	Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) including supply of all material water proofing compound & labour, T&P etc. complete.
54	Antitermite treatment of soil under floors using chemical emulsion @ one litre per hole, 300 mm apart @ 100 Nos Holes per 9.00 Sqm. including drilling 12 mm diameter holes and plugging also to match the floor properly : With Chlorpyriphos / Lindane E.C. 20% with 1 % concentration along external wall
55	Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.
56	Add extra for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm.
57	15mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth..
58	Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 ement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge(payment for providing grooves shall be made separately).
59	Making grooved 10 to 12mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required.
60	6mm Celling plaster 1:3 (1 cement : 3 fine sand) cement & fine sand in F.lvl. not less than 1.25, 1:3 including chiping of RCC surface before ceiling plaster. The cost of including all material, labour T&P and scafolding etc. all complete.
61	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
62	Supplying and fixing rolling shutters of approved make made 8.25mm (3\\"x18 gauge) coled rolled M.S. path inter locked through out their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brick etc. side guides and arrangement for inside and out side locking with push and pull operation complete with excluding the cost of top cover and spring.
63	Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).
64	C.P. teak wood wrought framed and fixed including simple mouldings, straight works as in Chaukhats, including supply of all materials, labour and T&P etc. required for proper completion of work.
65	Supply and fixing of 4cm (3/2\\") thick C.P. Teak wood door and window shutters with panels of heavy quality galvanized iron wire gauge 2.5mm or 2mm or 1.5mm (1/10 or 1/12 or 1/6 inch) mesh or any other size with necessary beading including supply and fixing of wooden cleats and stops and including fixing and adjustment of hinses, bolts, locks, handles, springs and/or other fitting but excluding their supply and including painting with two coats of Black Japan on all iron fittings if necessary.
66	Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.
67	Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3(ii) Sites with structure height more than 20m for all wind speeds
68	Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R4 series with frame (64 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height below or above 1.8m).
69	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required.
70	Powder coated aluminium (minimum thickness of powder coating 50 micron)
71	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per (Cost of aluminium snap beading shall be paid in basic item):
72	With float glass panes of 8.0 mm thickness
73	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
74	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
75	Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undercoated wall surface to give an even shade over & including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian, paints after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even with plaster of approved synthetic material and sand papered smooth including cost of all materials.
76	As in item No. above but for every coat after first coat of subsequent coat.
77	Wall painting (one coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean all of dirt, grease loose pieces and prepare smooth.
78	Extra over item above and for every subsequent coat of wall painting with plastic emulsion paint of approved brand and manufacturer.
79	White washing with lime on under coated wall surfaces (Two coat) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drop and loose scales of lime wash and other foreign matter.
80	Applying two coats of any approved preservative on new wood work and wood based surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and foreign matter sand preparing and knotting including cost of all materials.
81	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
82	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2
83	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
84	Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407
85	Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
86	Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per Latest MoRTH Specification clause 401, For Grading -V Material
87	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
88	Providing and applying primer coat with Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per Sqm using mechanical means.
89	Tack coat on Bituminous surface Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
90	Providing and laying dense graded bituminous macadam with higher capacity hot mixed plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects
91	Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.
92	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes all complete as per Technical specifications and as directed by the Engineer-in-charge.
93	Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing all complete as per Technical specifications and as directed by the Engineer-in-charge.
94	Triangle Sign 900mm
95	Octagonal Sign 900mm
96	Circular Sign600mm
97	Single chevron 600mm x 450mm
98	Oneway Object Hazard Marker (300 x 900)
99	Facility Sign Rectangular
100	Interchange Advance Guide (600x450)
101	Service Area Ahead Sign (600x450)
102	Overhead Cantilevel Gantry
103	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawingPlace Identification sign (1200x800)
104	Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Destination sign
105	Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro- reflective sheeting as per IRC:67:2012 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans.A. Truss and Vertical Support
106	Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro- reflective sheeting as per IRC:67:2012 with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans. B. Aluminium Alloy Plate for Over Head Sign
107	Kilometre Stone ( Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
108	Kilometer Stones
109	Hectometre Stone Stones
110	Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810
111	Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
112	Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
113	Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm
114	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
115	Providing & laying of Selection no. 1 Doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer-in-charge.
116	Shrubs & floweing plants (ht. maintained at 1.5 m) in median
117	Earthwork in excavation of foundation for structures, including all lifts and leads complete as per drawing and Technical Specification Clause 304 and 2903
118	Ordinary and soft Soils (material to be used in embankments)
119	Providing Plain Cement Concrete M15 for levelling course etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700
120	PCC M15 grade
121	Providing Back filling behind abutments, wing walls and return walls, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.
122	Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504.
123	Providing and laying Plain/Reinforced cement concrete complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 2200
124	RCC M 30
125	Providing, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete complete as per drawing and Technical Specification Section 1600
126	Providing Weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification clause 2706.
127	Painting of CD No. and Span arrangement as per Technical specifications
128	Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.100 mm (Ordinary Coloured)
129	Providing and fixing in position SFRC Cover and frame (heavy duty EHD - 35 grade designation) 560 mm internal diameter conform ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete slab. - Circular shape 560 mm internal diameter
130	Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site
131	Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).
132	Supply, Installation, Testing and commissioning of CI Open Channel Sluice Gates, Manually operated, Rising Spindle type suitable for mounting in between two parallel walls of an Open Channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and having forced contact with gate aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock IS 210 Grade FG 260, Hinge Pin SS ASTMA276, Yoke IS MS 2062, Flush Bottom Seal Support Bar of SS ASTM A276 , Stem Operating Nut ASTM A276., Duly tested for tensile strength, Chemical testing and tested Shop tested for overall dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW up to 3m channel depth.
133	Up to 5 MLD
134	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. -All types of soil
135	300 mm dia
136	Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2008 (part I), including collecting samples from strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools plants & machineries required for the job, all complete as per direction of Engineer-in-charge, beyond 90 metre & upto 150 metre depth below ground level.-All type of soil - 300 mm dia
137	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.-200 mm nominal size dia
138	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. -200 mm nominal size dia
139	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.
140	150 mm nominal size dia
141	Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c trenching, refilling & testing of joints complete as per direction of Engineer in-charge
142	PN - 10 Pipe, 110 mm OD (SDR - 11)
143	PN - 10 Pipe, 160 mm OD (SDR - 11).
144	Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (part I).
145	150 mm dia.
146	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing / casing pipe, removable as per requirement all complete for borewell of :
147	150 mm dia.
148	Providing and fixing M.S. clamp of required dia to the top casing / housing pipe of tubewell as per IS : 2800 (part I) , including necessary bolts & nuts of required size complete.
149	150 mm dia.
150	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
151	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge.
152	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.
153	SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Technical Specification of this RFP.
154	12.5 HP, 3-Ø, (78 - 126)Mtr, (395-245) LPM
155	S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB with panel with all accessories with 11 KW rating
156	SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.
157	22 KW
158	55 KW
159	Providing, D.I.K-9 pipes (push on joints pressure pipes of following diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) F.O.R. Destination Rates per meter (exclusive of G.S.T.) in Rs., anywhere in U.P. up to stores of consignees, inclusive of third party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges etc.completed as directed by Engineer in charges (IS 1536/2001 for pipes -150mm
160	Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
161	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 150 mm dia pipes
162	Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : up to 600 mm dia.
163	Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.Electrically Operated & SCADA Compatible class PN 1.6
164	100mm
165	150mm
166	200mm
167	250mm
168	300mm
169	400 mm diameter
170	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \\"O \\"ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. - Class PN 1.6 - 150 mm dia.
171	400 mm diameter
172	Providing, installation, testing and commissioning of vacuum Feed Gas Chlorinator system with all accessories and making connection with existing pipeline required including supply & installation of ejector unit, Vacuum chlorination unit, trunnion roller support, auxiliary container valve, flexible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type strainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity including safety equipment complete in all respect as per specification and the direction of the Engineer. - 2 kg/hr capacity
173	Providing, installation, testing and commissioning of Fiber Reinforced Plastic made hoods for each chlorine tonner along with necessary leak proof piping connected to air blowers for forced ventilation during probable chlorine tonner leakage completely interlocked with Chlorine Gas leak detector to main PLC. The scope includes FRP hood for all connected tonners, interconnecting piping, air blower of adequate capacity (working and stand by) and ancillary electrical works capacity complete in all respect as per specification and the direction of the Engineer. - 2 kg/hr capacity
174	Providing and laying APP (Atatic Polypropylene Polymer) modifiei prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non- woven polyesler matt consisting of a coat of bitumen primer for bitumen membrane @ O.4O litre/sqm by the same membrane manufacture of density at 25'C, 0.87-0.89 kg/ litre and viscocity 7O-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc' and preparing the surface complete. The vital physical and chemicai parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23'C as 650/ 45ON/ scm. Tear strength in longitudinal and transverse direction as 3OO/250N. Softening point of membrane not less than 150'C. cold flexibilitv shall be upto -2\\"C when tesled in accordance wlth ASTN4, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick
175	Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat.
176	Supply, fabricating & fixing of Powder coated aluminium (minimum thickness of powder coating 50 micron) Aluminium ladder of 450mm wide with 2 nos rectangular section of 65 x 35 mm (3 mm thick) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per the specification and the direction of the Engineer.
177	Providing and fixing in position circular shape 500 mm internal diameter M D - 10 pre-cast R.C.C. manhole cover and frame of required shape and approved quality
178	Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.Electrically Operated & SCADA Compatible class PN 1.6
179	Intel Pipe - 150mm Duclite Iron Double flanged
180	Outlet Pipe - 300mm Duclite Iron Double flanged
181	from CWR to Pump & from Pump to Manifold 400 mm dia Ductile Iron Double Flanged
182	700 mm dia Ductile Iron Double Flanged Manifold & from Manifold to Distribution pipe
183	Providing flanged joints to double flanged D.I. pipes and specials, including testing of joints
184	a) Intel Pipe - 150mm diameter pipe
185	b) Outlet Pipe - 300mm diameter pipe
186	400 mm diameter pipe
187	600 mm diameter pipe
188	Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for overall dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW and depth up to 3M.
189	Up to 5 MLD
190	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer.
191	150mm dia
192	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
193	110 mm diameter
194	Providing, lowering, laying, aligning, fixing in position in pipe line Air Cushion Valves 150 mm dia as per IS:14845 (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc, complete in all respect.
195	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
196	Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
197	Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rolled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches , LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
198	3 MT Capacity, Span 9 M and Lift 6 M
199	Supply, installation and commissioning of Mono Rail Single Girder Crane suitable for lift up to 9m with chain 9m pulley block and traveling trolley excluding cost of girder complete in all respect as per the direction of the Engineer.3 MT Capacity
200	Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1%
201	0 - 8 Mtr.
202	Providing, installation, testing and commissioning of TSS Analyser with Transmitter and Sensor Measuring Range: 0-10 mg/L, Accuracy: ≤ 3%, Resolution: ≤ 0.15 mg/L, Operating Temperature: 0- 40°C, Cleaning: Automatic Self-Cleaning using compressed Air as per CBCP/SPCB guidelines
203	Providing, installation, testing and commissioning of pH Analyser: Transmitter : Range: 0-14 pH, Power Supply 230 VAC, Input: One Digital Sensor, Output: 4-20mA HART, IP66 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ flow through tee MOC SS as per CBCP/SPCB guidelines
204	Providing, installation, testing and commissioning of Chlorine Analyser : Transmitter : Range: 0.05 to 20 ppm, Power Supply 230 VAC, Input: 2 Digital Sensors - one for chlorine and second for pH, Output: 4-20mA HART, IP66/67 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ Sensor range:0.05 to 20 mg/l.as per CBCP/SPCB guidelines
205	Providing, installation, testing and commissioning of NH3 Analyser with Transmitter and Sensor Range: 0 - 100 ppm, Repeatability: ±5% of measured vaue, Protection class: IP 68, Accuracy: ±5% of measured value, Output: 4 - 20 mA DC (Isolated) as per CBCP/SPCB guidelines
206	Providing, installation, testing and commissioning of NO3 Analyser with Transmitter and Sensor Range: 0 - 1000 mg/L, Repeatability: ±5% of measured vaue, Protection class: IP 68, Accuracy: ±5% of measured value, Output: 4 - 20 mA DC (Isolated) as per CBCP/SPCB guidelines
207	Providing, installation, testing and commissioning of Mixed Liquid Suspended Solid (MLSS) Analyser Range: 0.001 - 4000 NTU, Repeatability: ±5% of measured vaue, Protection class: IP 68, Accuracy: ±1% of measured value, Output: 4 - 20 mA DC (Isolated) as per CBCP/SPCB guidelines
208	Providing, installation, testing and commissioning of Turbidity Analyser : Range - Selective 0 to 4000 NTU, Accuracy:+/-2% of reading or +/-0.02NTU; Compliance to US EPA180.1, With inbuilt transmitter with 4-20 mA output, Relay contacts & Modbus communication as per CBCP/SPCB guidelines.
209	Providing, installation, testing and commissioning of Total Organic Carbon (TOC) Meter, Measuring Range: 0-25 mg/L, Accuracy: 3%, Resolution: ≤ 0.15 mg/L, Cleaning: Automatic Self-Cleaning using compressed Air as per CBCP/SPCB guidelines.
210	Providing, installation, testing and commissioning of ORP Meter with Transmitter and Sensor, Measuring Range: -2000mV to 2000mV, Accuracy: ≤ 0.01 units of V, Resolution: ≤ 0.01 units of V, Response Time: ≤ 60 seconds, Operating Temperature: 0- 40°C, Repealability: ±0.05
211	Providing, installation, testing and commissioning of Presser Transmitter Measuring Range: 0-10 bar / power supply 24 volts DC/ output 4-20 mA with HART/Diaphragm: SS316L/ Process connection 1/2\\" NPT (m) / Accuracy 0.15%, proection IP
212	Providing, Installation, Testing and Commissioning of Differential Pressure transmitter sensor material and wetted parts MOC SS316, 4-20mA DC (Isolated) output, IP 65 of IS 13947 Part I, Overall Accuracy ± 0.5% of measered value, Range: Adjustable over full span
213	Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2\\"NPT /Accuracy : 0.5%
214	400 mm
215	Dissolved Oxygen Analyser : Measuring range: 0 to 20mg/l, Optical fluorescence technology , Membrane free operation ;Accuracy:0.01mg/l or +/-1% of measured value ; With digital transmitter having output: 4-20mA HART, IP66/67 Protection
216	Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in-charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
217	5.5 KW (7.5 HP) Centrifugal Monoblock Pump set (Double Stage)
218	Supplying, Installation, Testing & Commissioning of Electrical Driven fire fighting duty pump as per TAC and IS 12469-1988., Factory assembled in Pump make OEM for Sprinkler / Hydrant applications suitable for automatic operation and consisting of following details given as A, B, C, D, E, F, G and H.
219	(A) End Suction / Horizontal Axially split casing volute type Single / Multi stage Centrifugal pump complete for delivery of below mentioned discharge and Head
220	(B) Material of construction : Pump Casing - Cast Iron, Impellor - Bronze, Shaft - SS 410, Packing - Mechanical Seal
221	(C) Pump shall be capable of furnishing not less than 150 % of rated capacity at a head not less than 65 % of the rated head. The shut off head shall not exceed 120 % of rated head
222	(D) Squirrel cage induction motor (IE-3 Class) suitable for 3 phase, 415 V, 50 HZ, Ac supply , Class -F Insulation, Synchronous speed 2900 / 1500 RPM, T.E.F.C confirming to IP:55 , of required HP suitable for the above pump ,along with flexible (Love Joy type) coupling , coupling guard complete in all respect .
223	(E) Common bed plate fabricated from mild steel channel for installation of pump and Motor including anti vibration pads.
224	(F) The Hydrostatic tests (2 times of design operating head or 1.5 times the shut off head whichever is higher) and performance tests (to determine developed head, Pump BHP and efficiency v/s Flow) of pumps along with trip test shall be carried out at manufacturer’s works in Physical presence of Department’s representatives.
225	(G) Physical & Chemical Test reports of i) Pump casing (ii) Impeller (iii) Shaft (iv) Shaft sleeve and Dynamic Balance certificate is to be submitted by OEM
226	(H) Suitable size Reinforced cement concrete (M-30) foundation with foundation bolt, Nozing Angle of size 40mm x40mm x5 mm ( Cost of RCC Foundation to be paid Extra ). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
227	1620 LPM suitable for 56 Mtr Head End Suction Back pull type Single Stage, 2900 RPM
228	Supplying, Installation, Testing & Commissioning of Diesel Engine Driven fire fighting duty pump as per TAC and IS 12469-1988., Factory assembled in Pump make OEM for Sprinkler / Hydrant applications suitable for automatic operation and consisting of following details given as A, B, C, D, E, F, G and H.
229	(A) End Suction / Horizontal Axially split casing volute type Single / Multi stage Centrifugal pump complete for delivery of below mentioned discharge and Head
230	(B) Material of construction : Pump Casing - Cast Iron, Impellor - Bronze, Shaft - SS 410, Packing - Mechanical Seal
231	(C) Pump shall be capable of furnishing not less than 150 % of rated capacity at a head not less than 65 % of the rated head. The shut off head shall not exceed 120 % of rated head
232	(D) Heat Exchanger cooled Diesel Engine as per NFPA 20 developing suitable BHP for the below mentioned discharge at 1500 / 1800 RPM, flexible coupling and coupling guard with the Pump, common bed plate for mounting of the Engine and Pump,Antivibration damping arrangement by cushy foot, Diesel Engine starting Panel for starting of the engine automatically if the Normal electrical supply fails with a unit of battery bank of 12/24v,180 Ah, Lead Acid Battery with Boost / Trickle charger as required for operation of Diesel engine, Exhaust Pipe of suitable diameter upto 10 M length (with LRB insulation & Alum. Cladding), with muffler, Diesel tank of 300 Lts capacity (made out from 2 mm thick MS sheet with filling Cap) with drain cock, Diesel level Indicator, Suitable MS angle iron stand for placing tank, first Filling of Diesel tank.
233	(E) Diesel Engine Control comprising Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication, Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter, All standard relays and accessories for automatic operation of diesel engine System Controller in Existing Fire Fighting Control panel
234	(F) The Hydrostatic tests (2 times of design operating head or 1.5 times the shut off head whichever is higher) and performance tests (to determine developed head, Pump BHP and efficiency v/s Flow) of pumps along with trip test shall be carried out at manufacturer’s works in Physical presence of Department’s representatives.
235	(G) Physical & Chemical Test reports of i) Pump casing (ii) Impeller (iii) Shaft (iv) Shaft sleeve and Dynamic Balance certificate is to be submitted by OEM
236	(H) Pump to be placed on Suitable size Existing Reinforced cement concrete (M-30) foundation with foundation bolt, Nozing Angle of size 40mm x40mm x5 mm ( Cost of RCC Foundation to be paid Extra ). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
237	1620 LPM suitable for 56 Mtr Head End Suction Back pull type Single Stage, 1800 RPM
238	Providing, HDPE pipes, PE-100, PN-10 of following diameters confirming to the IS 4984, 2016 and its latest amendment(s) F.O.R. Destination Rates per meter (exclusive of G.S.T.) in Rs., anywhere in U.P. up to stores of consignees, inclusive of third party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges etc.completed as directed by Engineer in charges.
239	90 mm dia HDPE PE-100 10Kgs/cm2 pipe line
240	110mm dia HDPE PE-100 10Kgs/cm2 pipe line
241	125mm dia HDPE PE-100 10Kgs/cm2 pipe line
242	160mm dia HDPE PE-100 10Kgs/cm2 pipe line
243	200mm dia HDPE PE-100 10Kgs/cm2 pipe line
244	Laying, jointing of HDPE Pipeline (PE-100) including supply of Electrofusion Specials & Fittings. It also includes all labour, T&P, electricity, etc. required
245	90 mm dia HDPE PE-100 10Kgs/cm2 pipe line
246	110mm dia HDPE PE-100 10Kgs/cm2 pipe line
247	125mm dia HDPE PE-100 10Kgs/cm2 pipe line
248	160mm dia HDPE PE-100 10Kgs/cm2 pipe line
249	200mm dia HDPE PE-100 10Kgs/cm2 pipe line
250	Disinfecting water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the government laboratory.-
251	80mm diameter C.I. pipe.
252	100mm diameter C.I. pipe.
253	125mm diameter C.I. pipe.
254	150 mm diameter C.I. pipe.
255	200mm diameter C.I. pipe.
256	Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory:
257	100mm
258	125mm
259	150mm
260	200mm
261	Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.Electrically Operated & SCADA Compatible (PN 1.6 class)
262	100mm
263	150mm
264	200mm
265	Providing& fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete. (The tail pieces, tapper etc if required will be paid separetaly)
266	Construction of RCC valve chamber for different types of valves including earthwork excavation, 100 mm PCC M10 (1:3:6 i.e 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as levelling course, RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal) size for base slab 175mm thick, side wall 175mm thick & cover slab 150mm thick with C.I. surface box with hinged cover 100x100x75 mm (deep), including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work, complete in all respect as per standard specifications and drawings and as directed by Engineer-in-charge.
267	1200 x 1200 x 1300 mm (depth) for 80/100/125/150 mm dia valve
268	1300 x 1300 x 1450 mm (depth) for 200/250/300 mm dia valve
269	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately)
270	100mm dia nominal bore
271	150mm dia nominal bore
272	200mm dia nominal bore
273	Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373.
274	100mm dia
275	150mm dia
276	200mm dia
277	Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer- 32mm dia
278	Providing and making house service connections from water supply distribution uPVC/ DI/ CI pipe line upto water meter chamber inside the property using Chlorinated Polyvinyl Chloride (CPVC) pipes. The item consisting supply and jointing of pipes & fiitings with solvent cement, trenching, refilling & testing of joints completeincluding all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineerin-Charge.
279	32 mm nominal dia CPVC Pipes
280	20 mm nominal dia CPVC Pipes
281	Supplying and Fixing water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & locking and locked with built-in or external lock.
282	Supplying and fixing of SS 304 Single / Double headed oblique pattern hydrant landing valve (internal/external) with 75 / 100 mm dia flanged inlet & 63 mm dia instantaneous type female outlet coupling with cast iron wheel complete with ABS cap and chain and all accessories as per IS:5290-93 (Type-A) in cluding matching flange (14 mm thick), nuts, bolts, washers, gaskets, etc as required. All as per pre approved by Engineer in-charge. For Additional technical parameters of products/work. refer Annexxure \\"A\\" attached with this BSR.
283	Single Headed with 75 mm Dia. Flanged Inlet
284	Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of EIC. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
285	150mm ID DWC Waste Water Lines
286	200mm ID DWC Waste Water Lines
287	250mm ID DWC Waste Water Lines
288	Construction of circular manhole 0.90m internal dia at bottom and 0.56m dia at top (using Sulfate Resisting Cement) as per type design/drawing along sewer lines and provided with tight fitting pre-cast SFRC manhole cover and frame of 560 mm dia., of approved make and quality including supply and fixing of plastic encapsulated M.S. foot rests. The manhole shall be of Reinforced cement concrete M30 grade mix (One sulphate resistant cement, one and half sand, three aggregate) using 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Manholes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights, etc. complete.
289	0.90m dia. and Overall depth up to 1.50m
290	Extra depth for circular type manhole 0.90m internal dia (at bottom) beyond 0.90 m to 1.50 m
291	Construction of circular manhole 1.20m internal dia at bottom and 0.56m dia at top (using Sulfate Resisting Cement) as per type design/drawing along sewer lines and provided with tight fitting circular shape 560 mm dia SFRC manhole cover with frame - E.H.D. - 35, of approved make and quality including supply and fixing of plastic encapsulated M.S. foot rests. The manhole shall be of Reinforced cement concrete M30 grade mix (One sulphate resistant cement, one and half sand, three aggregate) using 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Manholes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. complete.
292	1.20m dia. 2.30m depth
293	Extra depth for beyond 2.30m depth
294	Construction of circular manhole 1.50m internal dia at bottom and 0.56m dia at top (using Sulfate Resisting Cement) as per type design/drawing along sewer lines and provided with tight fitting circular shape 560 mm dia precast R.C.C. manhole cover with frame - E.H.D. - 35, of approved make and quality including supply and fixing of plastic encapsulated M.S. foot rests. The manhole shall be of Reinforced cement concrete M30 grade mix (One sulphate resistant cement, one and half sand, three aggregate) using 20mm ISS gauge HBBG metal from the approved quarry including mixing, laying, consolidating, curing cost and conveyance of all materials to site with inner smooth finishing, Benching and channeling should be provided in the manhole and suitable diameter pipes for House service connection to be left in the Manholes as directed by the Engineer in-charge. The rate shall include earthwork, backfilling, and removal of surplus earth and depositing within 500m, de-watering wherever necessary, barricading, provision of danger lights etc,. complete.
295	1.50m dia. above 2.30m
296	Extra depth for circular type manhole 1.50 m internal dia (at bottom) beyond 2.30 m :
297	Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS: 1786 having min. cross sectional area 23mmx25mm and overall min. length 263 mm and width as 165mm with min. 112 mm space between protruded legs having 2mm tread on top surface by ribbing or check ring besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bendtest and chemical resistance test as per specifications and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size) complete as per design.
298	Providing, fixing of Plastic HDPE Circular Inspection Chamber made from 100% virgin UV Stabilized special roto moulding grade Polyethylene (PE) material having internal diameter of 600mm, shall provide access for cleaning and inspection, to be used in buried sewers for gravity system. Chamber shall be made as per EN 13598-1 for use in non- pressure underground sewerage system. It shall be used for receiving / connecting solid wall plain surface (HDPE) or structured wall corrugated DWC) pipes etc. by use of appropriate transition adaptors; and/or for changing the direction of drainage / sewerage runs. Chamber shall have a base and riser shaft of internal diameter 600mm. Chambers shall be provided with arrangement for 4 nos. connections at the base and shall be designed to receive / connect various diameter pipes. Chamber shaft also shall be designed to receive / connect anywhere at the shaft level. Chamber base / shaft shall receive maximum of pipe having OD of 315mm. Chamber shall have integrated base benching. The riser shaft outside shall be reinforced with horizontal and vertical ribs of minimum 20mm thick and a projection of 40mm to enhance the products resistance to compression and anchoring in the soil. These ribs shall provide lift-retention system in case of ground water. Chamber shall be placed on PCC M-10 grade (1:4:8) 150mm thick, 800mm dia foundation, etc. complete with curing, compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II) complete in all respect including testing for water tightness (including the cost of RCC load distribution ring and SFRC manhole frame and cover) as per specification and the direction of the Engineer. {Note: Excavation of earth work, road cutting and non-cohesive backfilling material (quarry dust / rock sand, etc., depending on native soil condition)}, compaction, etc. for manhole will be measured).
299	for HDPE Road side inspection chamber of 1200 mm depth
300	Providing and making connection to the manhole/ road side chamber/ property chamber by cutting hole in wall, making good the same with brick work/ stone masonry work in cement mortar 1:4, plaster in cement mortar 1:3, encasement of pipe at manhole with 75mm thick M15 grade concrete etc complete as directed by Engineer.
301	Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of package STP for inlet Sewage parameters BOD=250 mg/L, COD=450 mg/L, TSS=375 mg/L, TKN 45, pH= 6.5 to 7.5 based on SBR technology consisting of Inlet Chamber, Screen Chamber, GritDetritus Tanks and Biological CASP Basins, Chlorine Contact Tank, Chlorinator with Chlorinator shed & tonner Shed, Chemical Storage & Dosing shed with dosing Equipments, Sludge Sump, Gravity Sludge Thickener, Sludge dewatering system equipment and building, sludge storage shed, necessary piping work with required valves, gates, storm water drains and rain water harvesting system, bypass drains, roads & pathways, landscaping, Compound wall with gates, Administration Block cum Laboratory, Laboratory Equipments, staff quarters, Tools and Plants, Spare Parts, ESR and Tanker Filling points, Metering Room, Guard Room etc. complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of following items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes, etc. complete to achieve BOD < 10 mg/L, COD < 100 mg/L, TSS < 10 mg/L, to get reusable quality of water for industrial / agricultural purposes. outlet parameters shall also include TN < 10 mg/L, Nh3N < 2 mg/L and TP < 1 mg/L) with full automation including PLC-SCADA and Instrumentation, reuse arrangement (storage - GLR, OHSR and pumps) and treated effluent disposal line for treated water 1 KM as per specifications.
302	Cost for 0.25 MLD Capacity, 2 No of basins
303	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.
304	Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
305	Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
306	Supplying and stacking at site.43 mm to 63 mm size of stone aggregate .)packing in around the Borewell
307	Supplying and stacking at site Gravel (13.2 to 20mm )packing in around the Borewell
308	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Please Enable Macros to View BoQ information

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Tender For Work Of (Roads, Drinking Water Network, Sewer Network, Treated Water Network And Rain Water Drainage) Under Internal Development Works In Traffic City Plan., Firozabad-Uttar Pradesh

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