Providing the basic infrastructure facilities like roads, water supply network, street light at Dudhava Industrial Estate with five year free maintenance.

FOR ROAD: Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and same to be used auctioned including all lead and lift or as directed by engineer in charge also including removal and disposal of top organic soil not exceeding 150 mm thickness by mechenical means in area of thorny jungle

Earth work for embankment having CBR not less than 8 percentage using yellow earth brought from out side with all lead & lift having PI value less than 15 including braking clods,dressing with all lead & lift, and including watering, rolling and consolidation of sub-grade in layers not exceeding 200 mm thickness at OMC to required dry density including filling the depressions which occur during the process using earth compactor.

Graded Granular sub base (GSB) Construction of granular sub-base by providing & laying of compacted thickness of 200 mm Grading 5th Granular sub base (GSB) in Two equal layers (each layer should be less than 125 mm) of graded granular material consisting of machine cut black trap stone aggregate as per grading - V given in table 400-1 of the specification MORT&H and compactor to the required density with vibratory roller in all seasons as per MORT&H, maintaining the required slope & grade during the operation as approved by the engineer in charge & watering to the proper moisture content and sprinkled with the help of truck mounted water tank fitted with suitable arrangement. (fully saturated having CBR value minimum 30)

Wet Mix Macadam (WMM) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam spacification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers (Layer should not be more than 200 mm) with paver in sub base/base course on well prepared surface and camber with Sensor paver consolidation by vibratory road roller to achieve the desired density by using machine crushed chips as per required gradation mixing with required optimum quantity of water incl material, labour, plant and machinary and equipment etc. complete by plant mix method. (Using mechanical paver).

Providing and applying primer coat with bitumen emulsion SS1 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

DBM Providing & laying compacted 60 mm thick dense graded bituminous macadam (DBM) Grade-II in Single layer using 100-120 TPH batch type HMP with tack coat at the rate of 2.5 kg per 10 m2 (VG10) in each using crushed aggregates of specified grading premixed with bituminous binder at 4.5 Percentage (VG - 40) bitumen by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with full road carpet width (Single screed) or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled roller, intermediate rolling 8-10 tonnes dead weight or vibratory roller and pneumatic tire roller of 12 to 15 tonnes weight having sufficient width and pressure and the finishing rolling shall be done with 6 to 8 tonnes smooth wheeled tendem rollers to acheive the desired compaction as per MORTH specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval.(Va 3.5 percentage and Vbe 11.50 percentage must be considered in mix design) If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. (The density obtained by mix design above 2.31 MT per M3 shall be boarn by agency)

BC Providing and laying compacted 40 mm thick Bituminous Concrete (BC) Grade -II in single layer using 100-120 TPH batch type hot mix plant and using emulsion asphalt as a tack coat at 2.5 kg per 10 sq.m (VG 10) in each using crushed stone aggregateof specified gradation and filler, Premix with VG 40 grade bitumenous binder at 5.40 percentage by total weight of mix & filler incl. transporting the hot mix to work site and laying with hydrostatic paver finisher having sensor control with Full road carpet width (Single screed) or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled roller, intermediate rolling 8-10 tonnes dead weight or vibratory roller & pneumatic tire roller of 12 to 15 tonnes weight having sufficient width and pressure & the finishing rolling shall be done with 6 to 8 tonnes smooth wheeled tendem rollers to acheive the desired compaction as per MORTH specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval (Va 3.5 percentage and Vbe 11.50 percentage must be considered in mix design). If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. (The density obtained by mix design above 2.36 MT per M3 shall be born by agency)

Providing and applying asphalt for painting surface with bitumen VG-40 at the rate of 6.00 Kg/ 10 Sq.m on bituminoues road surface using asphalt pressure spreayer etc. complete including clearing the road surface including the cost of asphalt ,labour, plant and machinary and equipment etc. complete including spreading the stone dust at the rate of 0.30 m3/ m2 of road surface etc. complete as directed by engineer in charge.

Hot Applied Thermoplastic Patta : Road marking with hot applied thermoplastic paints with asian/ berger paints with reflectorising glass beads on bitumen surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35- 2015. The finished surface to be level, uniform and free from streaks and holes. zebra Patta /bump Patta lane/centre line/ edge line/cut Patta. The white colour marking should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

Cateyes Road Stud: Supplying of moulded twin shakes raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens [no glass bead lens] capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORTH circular No. RW.NH/33023/10-97 - do III dt. 11.06.1997. The height, width and length shall not exceed 20 mm, 130 mm and with minimum reflective area of 13 sqm on each side and the slope to the base shall be 35+/- 5 degree. The strength of detachment of the integrated cylindrical shanks, [of diameter not less than 19 +/- 2 mm and height not less than 30+/- mm] from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and the colour of the marker should be as per the IRC 35 2015 and as directed by Engineer in Charge.

Providing and fixing pre-cast concrete kerb stone of grey cement based concrete block 30cm length, 30cm height and 15cm thick of M200 grade concrete as per approved design and including excavation for fixing in proper line and level, filling the joint with C:M 1:3 (1 cement: 3 fine sand) etc. complete.

Providing and fixing DD Plan made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244 x 122 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Facility Informatory Sign :- Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Cautionary Warning Signs:- Providing and Fixing sign boards made out of 2 mm aluminium sheet, size 90x90x90cms equilateral triangle as per the design of IRC-67-1977. Pre treated with phospheting process and acid etching coated with one coat of epoxy primer and two coat of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications, 3.1 m long Stand post and frame fabricated from suitable size iron angle of 35x35x3mm, 75x75x6mm as required, painted with best quality epoxy coating in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45x45x60 cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge : (B) High intenisity grade.............

Regulatory / Mandatory Signs:- Providing and Fixing sign boards Made out of 2mm aluminium sheet size 60 cms diameter circle as per the design of IRC-67-1977. Pretreated with phospheting process and acid etching, coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per Latest M.O.S.T. Specifications, 3.1 m long Stand post and frame fabricated from suitable size iron angle of 35x35x3mm, 75x75x6mm as required; painted with best quality epoxy coating in black and white bends. The details of symbol for each board shall be as per the instruction of engineering in charge. The fixing at site shall be in 1:2:4 CC block of size 45x45x60cms. for each leg including excavation curing etc. complete under the supervision of engineer in charge. (B) High intenisity grade...........

FOR SWD: Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff for all lead and lift with refilling the trenches as and when required as directed by Engineer incharge (A)Loose or soft soil

Provinding and Laying controlled cement concrete (1:3:6) and with M/C stone aggregate and curing etc. complete, including the cost of formwork but excluding the cost of reinforcement for R.C.C work in Foundation and Plinth.

P/L IS standard RCC pipes in standard lengths of NP-4 Class of following dia suitable for either collar joints or rubber ring joints incl. all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to site including Labour charges for lowering, laying and jointing in C.M. (1:2) RCC NP-4 pipes in proper position, grade (To level or slope) and alignment as directed by the Engineer in charge etc. complete 300mm dia

P/L Brick work using conventional common burnt clay building bricks having crushing strength not less than 35 kg/cm2 in foundation and plinth in Cement Mortar 1:6 (1 Cement: 6 Fine Sand) etc. complete.

Providing & Fixing service Crossing pipe line Indicating stones having size 150 mm x 150mm x 750 mm height of controlled cement concrete M -20 with use of one 8 mm dia. vertical TMT steel bar and curing complete including the cost of form work, reinforcement , two coats of oil painting over one coat of primer on all surfaces, fixing in C.C. (1:4:8) up to 0.45 Mtr. depth, lettiring on two sides on exposed surfaces with enamel paint etc. for pipe line indication as per the instruction of Engineer in charge.

Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications.

Providing, Supplying & Installation of Precast Box Culvert units of various size. The product should be meeting BIS requirements. The product shall be duly steam cured in the plant to have requisite compressive strength and having load carrying capacity of total 25 Tonnes vehicle load or 5 Tonnes wheel load for heavy vehicle movement. The product shall be made by using advanced precast technology using high performance self-compacting concrete of M50 grade and Fe 500 D grade TMT steel reinforcement bar. The product shall have tie shape groove of 10-20 mm width and 25 mm depth on both sides of each precast unit product for jointing two precast units. The product shall have flange plate at corner haunch and male - female groove in each precast unit product for jointing two precast units. Rubber gasket shall be placed at the given groove to make it a water tight structure. The product shall have in-built insert at optimized locations for mechanical installation activities including supplying, laying with required necessary manpower, machinary and material at site as per instruction of Engineer In-Charge For Box Culvert of size 1.5m x 1.4m

Providing, Supplying and Installation of Precast exposed finish RCC Wall units of various size. The product should be confirming to meeting BIS requirements. The product shall be duly steam cured in the plant to have requisite compressive strength. The product shall be made by using advanced precast technology using high performance self-compacting concrete of M50 grade and Fe 500 D grade TMT steel reinforcement bar. The product shall include flange coupling jointing arrangements and special in-built hanging brackets at appropriate locations for faster and safe mechanical installation of the product. The product shall have in-built insert at optimized locations for mechanical installation activities including supply and transportation at site. The precast product shall be manufactured in controlled environment adhering to stringent pre-defined, atmospheric standards. The factory-made precast product shall be subject to strict quality control and assurance process by the manufacturer and approved by quality assurance personnel. In no case, the site-casting of the product shall be allowed. The product shall have in-built insert at optimized locations for mechanical installation activities including supplying, laying with required necessary manpower, machinary and material at site as per instruction of Engineer In-Charge Retaining wall 1.8m height

Type -A "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail 90 cm above finished road edge level, fixed on ISMC series channel to center, 1.3 m height, fixing on top slab by anchor fastner as well as gusset plate, 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

Providing and laying machine mixed controlled concrete M-250, machine vibrated water tight controlled reinforced concrete (by weigh batching ) using machine crushed black trap metal or approved coarse aggregates in all types and size of structure as shown in the drawing including watering, placing (pouring) necessary scaffolding, hoisting, leaving pockets, for pipes, sockets etc. as directed, keeping grooves, if any inlcuding curing, testing etc. complete. Rate includes shuttering, formwork but excluding reinforcement. (only fresh ply shall be used). (a) Beam

(b) Wall

Providing Epoxy coated Treated bars FE - 500D for RCC work including cutting, bending, binding, hooking, tying and placing in position as per detailed drawings incl. cost of binding wire etc. complete at all levels.

Providing, supplyaing and spreading blindage of Hard murram for side including leveling to camber and gradient with rolling and consolidation of hard murram as per site condition as directed by the Engineer incl. leveling the ground to the required line, grade & profile by suitable means, watering and compacting with vibratory power roller to achieve the desired compaction etc. complete as directed.

Water Supply : FOR BORE: Drilling of 250 mm dia pilot bore hole inalluvial strata by DR Rig.

Conducting Electrologging Test of 250 mm dia bore hole including carting and idle hours.

Reaming of 250 mm dia pilot bore hole to 550 mm dia bore hole including assembling, jointing, lowering houseing casing, strainer pipe, gravell packing, clay packing etc. comp.

Development of Each water bearing zones comes / across upto the full depth of tube well (Size 200/250/300 mm dia depth more then 150 mts.) by lowering 100 mm dia dropling and 32 mm dia GI air line for each zone with suitable capacity Aircompressor upto the availability of send free discharge.

Development of above mentioned by Air compressor 1100 C.F.M. / 300 PSI capacity upto 6 hrs. minimum untill sand free discharge of the bore whichever is lesser.

M.s ERW plain end medium duty pipes confirming to IS: 4270/2001with latest amendments Rates are exclusive of GST. as per GWSSB R/C . for 250 mm dia (min. 7.10 mm thick) (GWSSB ele/mech SOR 2022-23, Sec.B,Page-18,I.no7.B)

Manufacture, supply and delivery of cage type Trapezoidal shape ('V') wire wound low carbon, galvenized screen pipe and stainless steel screen pipes, confirming IS8110 E)250mm Dia Heavy 1) 1.00mm Slot size (GWSSB ele/mech SOR 2022-23, Sec.B,Page-21,I.no10.E1)

Supply of best quality of well sorted "Sevaliya" Gravell having size of 4 mm to 10 mm (GWSSB ele/mech SOR 2022-23, Sec.A,Page-13,I.no41-E)

Supply of clcyball made from sticky clay of size 25 mm to 50 mm at site of work (as certified by Hydrolist) (GWSSB ele/mech SOR 2022-23, Sec.A,Page-13,I.no41-E)

Supply of Clamp made from M.S. Plate with three holes on either side with nuts & bolts of Std. make and suitable size 900 mm x 100 mm x 16 mm Flat Suitable for 250 mm dia pipe. (GWSSB ele/mech SOR 2022-23, Sec.B,Page-17,I.no 1.H)

Bore Plug having 100 mm height made from M.S. Plate with three holes at equial distance on circumference for nut bolts type locking arrangement with nuts - bolts and lock nuts of Std make complete from 5 mm thick MS plate (for Top Also) Suitable for 250 mm dia pipe. (GWSSB ele/mech SOR 2022-23, Sec.B,Page-17,I.no 2.B.3)

MS Bail Plug having Length 0.45 Mt. from Medium class pipe as per I.S.S. suitable for 250 mm dia pipe (GWSSB ele/mech SOR 2022-23, Sec.B,Page-18,I.no 4.A.c)

Steel Bent Plate suitable to 250 mm dia ERW pipe size 200 mm x 150 mm x 6 mm (GWSSB ele/mech SOR 2022-23, Sec.B,Page-18,I.no 5.C)

Supply of Portland Cement (GWSSB ele/mech SOR 2022-23, Sec.A,Page-13,I.no41-E)

Cement Sealing (GWSSB ele/mech SOR 2022-23, Sec.A,Page-13,I.no41-E)

Geophysical & Geohydrological ground water investigations for finalisation of one pin point (With vehicle charges) (GWSSB ele/mech SOR 2022-23, Sec.A,Page-8,I.no 9.2)

Bottom Sealing (GWSSB ele/mech SOR 2022-23, Sec.A,Page-13,I.no41-E)

Geohydrological ground water investigations. (With vehicle charges) ii)200 / 250mm dia Deep tubewell (with water sample) (GWSSB ele/mech SOR 2022-23, Sec.A,Page-7,I.no 9.A)

Medium duty M.S. coupling as per I.S. specification of following size iii) 300 mm dia. (GWSSB ele/mech SOR 2022-23, Sec.B,Page-18,I.no 6.iii)

Water Supply system / Internal water Supply Dist. pipe Excavation of pipe line trenches for water supply, sewerage line, manhole etc, all with shoring and struting it required as per required gardient and line including safety provision using site rails and stacking excavated stuff up to all required lead cleaning the site etc complete for lifts and strata as specified a) In all sorts of soil and soft murram

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985, 1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete , Test Pressure 6 Kg per cm2. Cost of Specials : 5 percentage 63 mm dia

75 mm dia

Item Description

90 mm dia

110 mm dia

125 mm dia

160 mm dia

200 mm dia

Lowering , laying, fixing and jointing PVC pipes and specials of following class and diameter including cost if conveyance from stores to site if work including cost of labour, material, cemnt solven, given satisfactory hydraulic testing as per ISI code 63 mm dia

75 mm dia

90 mm dia

110 mm dia

125 mm dia

160 mm dia

200 mm dia

Refilling the pipeline trenches including ramming, watering, consolidating disposing of surplus stuff as directed within the radius of 3 Km.

Providing & Supplying ISI mark CI D/F sluice valves as per IS 14846( Latest Edition) for following class and diameters including all taxes , insurances , transportation, freight charges, octrol inspection charges, loading, unloading , conveyance to site , stacking etc. complete PN-1 with hand wheel/ cap operated (PD type short body) 65 mm dia PN-1 class

80 mm dia PN-1 class

100 mm dia PN-1 class

125 mm dia PN-1 class

150 mm dia PN-1 class

200 mm dia PN-1 class

Providing & Supplying C.I temper proof Air Valve with SS 304 float gun metal-nozzle of approved make and quality fo class and diameter including all taxes, insurance, transportation, freight chages , octrol, inspection charges, loading, unloading, conveyancy , stacking etc. complete without isolating sluice valve (PN-1) 50 mm

Providing & Supplying ISI mark CI D/F scour valve for diameters with internal cement mortar lining including all taxes , insurances , transportation, freight charges, octrol inspection charges, loading, unloading , conveyance to site , stacking etc. complete PN-1 with hand wheel/ cap operated (PD type short body) 65 mm

Lowering , laying and jointing in position following C .I / D/F reflux valves, Butterfly valves, sluice valves and air valve including cost of all labour, jointing material ,including nuts bolts, packing and satisfactory hydraulic testing etc. complete Sluice valve 50 mm dia air valve

65 mm dia PN-1 class

80 mm dia PN-1 class

100 mm dia PN-1 class

125 mm dia PN-1 class

150 mm dia PN-1 class

200 mm dia PN-1 class

Construction of valve chambers in bricks or bela stone masonry, locally available in C.M 1:6 foundation concrete 150 mm thick in C C (1:4:8) of trap metal of size 25mm to 40mm thick, inside cement plaster in C.M (1:3) and cement pointing outside in C.M 1:3 and top cover of precast RCC slab 100 mm thick (with key holes in two parts, each with handles or MS bars etc. complete as given size ) up to 1Mts from GL to pipe invert level including complete civil works. with precast slab in two part. (a) For 1.3X1.3X1.0 mts deep

RCC ESR Designing structurally ( and aesthetically) complying provisions of relevant Indian standards and constructing RCC Elevated service Reservoir of the following capacity and height, using data of S.B.C. proposed site, Seismic zone, Wind speed Zone. Including (1) Container shape any suitable type (or as specified), (2) Staging consisting of column brace trestle / shaft / combination column - brace trestle and shaft as appropriate (or as specified) and (3) Appropriate foundation system. This includes excavation in all types of soil strata ( including hard rock), casting 100mm thick P.C.C. levelling course in M-10, Refilling the pit with proper soil and disposing of the surplus stuff within a lead of 50 meters. (4) this will also include cement plaster in CM 1:2 with approved water proofing compound to inside face of container. (5) All types of labour & material charges of lowering, laying, electing / hoisting & joining of pipe assembly of Inlet, Outlet overflow, washout and bye pass arrangement as per hydraulic design are including. (6) Providing and fixing accessories ( specified) like MS / GI Ladder CI Manhole frame and covers, water level indicator, lightening conductor, GI Pipe railing around walk way, at roof level, at gallery and around landing of inside shaft, Adequate cowl type ventilators or lantern type ventilator with stainless steel jail. (7) Scope of work includes constructing RCC spiral staircase with adequate tie beams, staircase footing, and B.B. Masonry chambers for valves. Ventilating shaft and ventilators as well as door in shaft. (8) including providing and applying three coats of cement paint/snowcem (as specified) to the whole structure. (9) it also includes satisfactory water tightness test as per relevant I.S. Code and painting mane of scheme & capacity on the tank as per director of engineer in charge. List of Indian Standards for design of ESR: Note: the structural design of ESR shall be in accordance with provisions of Relevant Indian standards (1) I.S. 3370 part I & II 2009 or latest revised (1.1) I.S. 3370 part III & IV 1965 or latest revised (2) IS 456-2000 or latest revised (3) IS 11682-1985 or latest revised (4) IS 1893-2002 part I to V or latest revised (5) IS 13920-1993, or latest revised (6) IS 875 part I to III, 1987 or latest revised (7) IS 11089-1987 or latest revised General specifications: (1) The Min. concrete grade for RCC shall be M :30. Proportion of concrete Ingredients shall be as per Mix design using weigh batching (2) HYSD (Fe 415) or higher grade reinforcing bars confirming to IS 1786/1139 or CRS / TMT bars shall be used as per detailed specification. (3) In case of column - brace trestle type staging having more than 6 columns Internal horizontal bracing is obligatory. One bracing shall be at foundation level incase of Individual footing. (4) Min. size / thickness of various components shall be provided as per design Criteria / specifications ( or as per std. practice ). (5) Minimum dimensions specified for various components in tender data / specifications shall be (6) The Safe bearing capacity (SBC) / allowable pressure on soil shall be (7) Maximum spacing between horizontal bracing shall be 5 m(storey height). (8) The BB Masonry cabin with MS door shall be constructed. When spiral staircase is outside the staging. (9) M.S. ladder shall be provided and fixed for access to roof when height of roof from G.L. is up to 10m. For ESR having more than 10m Height RCC. Spiral staircase of suitable RC staircase shall be constructed. (10) For ESR- having staging height more than 15m the spiral staircase shall be provided inside the staging with effective tie beams in more than one direction. (11) Water level indicator shall be provided and fixed float type / electronic ( as specified ). (12) The rate shall include providing and fixing pipes, specials, and valves required for inlet, outlet, wash out, over flow and bye pass arrangement. The scope of work includes etc up to 5m length from face of staging ( outer most column). (13) CI pipes & specials shall only used. (14) The rate shall include cost of dewatering during execution making all Arrangement and any dewatering technic. (15) The structure shall be designed properly for uplift due to Group water table specified in data of GWT met with during execution. No extra shall be paid. (16) Effective curing shall be carried out as per specifications. (17) Agency shall engage qualified (at least graduate ) consulting engineer for designing the structure and he / she shall visit the site for guidance of work at least 3 times. (18) 75 percent part rate shall be payable for Concrete, Reinforcement and Plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till then the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 18 are the part & parcel of tender ( contract ) Upto stagging height (L.S.L) 12m from G.L and S.B.C.10) Seismic Zone 5 150000 liter Cost

RCC GSR Preparing structural design of RCC Under Ground / Partially underground / above high ground level Reservoir of required capacity as per relevant I.S.standard and constructing the same, including excavation in all types of soil strata ( including rock) including shoring strutting if required, for loose soil/ to protect from collapse, casting 100 mm thick P.C.C. levelling course in M-15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead and lift. Including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e all, base, top slab/dome bottom etc all). including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover , water level indicator, adequate cowl type ventilators or lantern type ventilator with stainless steel jail. RCC chambers for valves. Proving and applying three coast of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge. List of Indian Standards for Design of GSR / SUMP The structural design of GSR shall be in accordance with provisions relevant I.S.s (1) I.S. 3370 part I & II 2009 or latest revised (1.1) I.S. 3370 part III & IV 1965 or latest revised (2) I.S. 456-2000 or latest revised. (3) I.S. 1983-2000 - 1984 or latest revised. (4) I.S. 875, Part - 1 to 3, 1987 or latest revised. General Specifications :- (1)nWater depth in container shall be adopted as per data of tender. Capacity shall be calculated excluding free board of the reservoir If water depth is not specified the suitable water depth / acceptance to field engineer in accordance with hydraulic requirement shall be adopted for capacity. (2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be adopted. (3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge. (4) Effect of overlapping of pressure bulbs on soil due nearby structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid for the same by agency. (6) The minimum concrete grade for RCC shall be M - 30. (7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E. / in situation of non availability in market without extra cost. (8) Minimum size (or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S. / Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provided without fail. (9) The safe bearing capacity (SCB) shall be referred from SBC test report. In absence of report it shall be referred from data sheet. If poor soil is found / water table is met with during excavation SBC shall be scientifically ascertained and design shall be revise. No extra shall be paid for increase in quantity. (10) DI pipes and special shall only be used if type is not specified in tender. (11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets within depth. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water table meets with during excavation. If GWT / Uplift is mentioned in tender and during excavation it dose not meet 7.5Percent rate shall be reduced. (13) SS pipes railing shall be provided when sump is more than 2 meter above ground level. (14.a ) RCC staicse/ RCC Steps should be provided form GL to Sump top slab based on the height of the GSR above/below the ground (14.b) RCC stair case with SS railing to be provided inside reservoir container. BB Masonry stair cabin with MS safety door having locking arrangement to be provided for GSR, Sump and HGLR of capacity more than 7.5 lakhs liter with top slab. If dome is constructed as top slab then provide minimum opening of 900 mm × 2000 mm with curbing and SS railing around. (15) Appearance of structure should be aesthetically good looking acceptable to authority. (16) Any charge in size, shape depth below GL, water depth, F.B. size of member etc can be permitted in exceptional case due to site condition or hydraulic design requirement by C.E. No extra shall be paid for change. (17) Any charge in data, dimensions, shape, and water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate. (18) When capacity of GSR Sump is > 20 lacs liter two or suitable compartments acceptable to executive engineer shall be designed and provided. (19)Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and he / she shall visit the site for guidance of work. (20) 75 percent part rate shall be payable for concrete, reinforcement and plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 20 are part and parcel of tender (contract) and prevail over other provisions in tender. As above without water table ( Sub Soil water level below foundation ) 900000 Lit. Cost

Pump House: Designing (Aesthetically) and constructing pump room with positive suction / negative Suction , without Gantery structure (upto 3.6m) Note:- 1. Minimum 15 percent opening for ventilation should be provided 2. pumping room rolling shutter, door and windows of aluminium section and window grill of iron should be provided ( including cost ) 3. Plinth level of pump house should be min 1 meter above GL 4. Cost should not induline foundation form Pumping machinery.

Rising main pipe From Bore To GSR: Excavation of pipe line trenches for water supply, sewerage line, manhole etc, all with shoring and struting it required as per required gardient and line including safety provision using site rails and stacking excavated stuff up to all required lead cleaning the site etc complete for lifts and strata as specified a) In all sorts of soil and soft murram

Providing and supplying D.I. K-7 grade pipes for following nominal bore diameters with internal cement mortar lining including all taxes , insurances , transportation, freight charges, octrol inspection charges, loading, unloading , conveyance to site , stacking etc. complete(IS -8329/2000)

Lowering/ Laying and jointing of D.I pipe of various classes with specials following diameters in proper possition, grade and alingment as directed by Engineer In Charge including hydraulic testing etc.

Refilling the pipeline trenches including ramming, watering, consolidating disposing of surplus stuff as directed within the radius of 3 Km.

Providing & Supplying ISI mark CI D/F sluice valves as per IS 14846( Latest Edition) for following class and diameters including all taxes , insurances , transportation, freight charges, octrol inspection charges, loading, unloading , conveyance to site , stacking etc. complete PN-1 with hand wheel/ cap operated (PD type short body) 150 mm

Providing & Supplying C.I temper proof Air Valve with SS 304 float gun metal-nozzle of approved make and quality fo class and diameter including all taxes, insurance, transportation, freight chages , octrol, inspection charges, loading, unloading, conveyancy , stacking etc. complete without isolating sluice valve (PN-1) 50 mm

Lowering , laying and jointing in position following C .I / D/F reflux valves, Butterfly valves, sluice valves and air valve including cost of all labour, jointing material ,including nuts bolts, packing and satisfactory hydraulic testing etc. complete Sluice valve 50 mm

150 mm dia PN-1 class

Prefebricated folding compound wall: Providing and fixing Prefabricated RCC folding compound wall with 6 ft height 2inch thick boundary wall (M-25) at 7 ft interval made by 2inch thick pre stress pre cast concrete column 150 X 150 mm Size. Also poles are grouted by concreting as instructed by Engineer In Charge.

STREET LIGHT WORKS : Supply, Installation, Testing & Commissioning (S.I.T.C.) of Hot Dip Galvanised Octagonal Streetlight Poles with Outdoor LED Street Light Fiittings and allied accessories incl. 5 Years Free Maintenance Guarantee Period at Dudhava GIDC Ind. Estate, District - Vav-Tharad. PART - A - (Material incl.5 Years Free comprehensive Guarantee period with 5 Years Operation & Maintenance) Supplying and erecting approved make Octagonal pole made from HR sheet steel. The pole should be made as per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed with integral Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and arrangement for cable termination to be erected With Suitable foundation (Included) as per details given by manufacturer considering site requirement to be erected on suitable foundation as per detils given by manufacturer considering site requirment. (E) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness with 225mmX225mmX16mm base plate, 4-M20 Bolts and 600mm long J-Bolt EN 8 grade HDG foundation bolts along with template for the above poles with "GIDC" Logo on Name Plate.Approx Pole weight 67 kg

Supplying and erecting approved make Octagonal pole made from HR sheet steel. The pole should be made as per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed with integral Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and arrangement for cable termination to be erected With Suitable foundation (Included) as per details given by manufacturer considering site requirement to be erected on suitable foundation as per detils given by manufacturer considering site requirment. (H) 9 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness with 260mmX260mmX16mm base plate, 4-M24 Bolts and 750mm long J-Bolts along with template for the above poles with "GIDC" Logo on Name Plate.Approx Pole weight 97 kg

Providing and Fixing of Solderless Crimping Type Aluminium Lugs (4 Nos. per termination) conforming to IS suitable for 1 x 4.0 Core x 10 Sq. MM PVC Insulated Aluminium Armoured cable evenly crimped with high pressure tool & connected to switchgear terminals with brass, cadmium plated nut bolts in an approved manner. - (4 Nos. Termination X 2 8 nos. Per St. Light Pole and 16 nos. per panel)

Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity.(A) 6 to 32 Amp. Cat.III - (1 No. Per St. Lght Pole)

Providing and erecting Funnel Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with coupling and buch buried in specially prepared earth pit complete with necessary 8 SWG earth wire and required size HOT deep Galvanised iron strip for earthing of Street light pole using proper clamp with using salt and charcoal / coke as required for pipe type earthing. (1 Job Per St. Light Pole)

Providing and erecting Street Light pole bracket comprising main B Class GI pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I. sleeve tubing of approx. 45cms.length and suitable for 76.5 mm /80mm / required size of pole top having sufficient fasteners for fixing the brackets and having spread of 1.5.mtr. length with 110 deg.with vertical plane & suitable welded stays, reducer and with check nuts complete painted with one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with following nos of arms. [A] Single Arm Bracket 1.5 Mtr (1 No. Per St. Light Pole)

Supplying and erecting 90 Watt LED street light fittings with fixed programmeable micro processor based dimmable drive , High power White LEDs wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses with company mark/name engraved or embossed 120 to 300 V,Power Factor more than 0.95, THD 10 percent, CCT 5000 K to 5700K,Uniformity ratio 0.45, Luminaire efficacy 100 lumens/watt . LED driver efficiency > 85 percent.CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ LG/BridgeLux (U.S.A.) make LED used for luminaire. ( Fittings required LM-79 & LM-80 certificates)-(A) Street Light (IP-66), Surge Protection -4KV and 10 KV non integral, Light must have 440VAC line supply protection. It should withstand 48 hours for 440VAC line supply.(Cat-III)

Supplying and erecting Flexible FR PVC insulated multi strand multi core 1.1 kV grade ISI Marked Copper wires of 2.5 Sq. MM.,3 core round PVC sheathed in exising pipe/ in street light pole erected with green colour for earth continuity.

Providing and erecting of 1 x 4.0 Core x 10 Sq. MM, XLPE (IS 7098 (i) - 88), ISI Mark, Armoured cable, Multistranded Aluminium Conductor suitable for 1.1 kV grade to be laid on wall with necessary clamps or to be laid 90 Cms underground in existing cable trench/ pipe at road crossing or on floor and making the ground as per original. For Streetlight between two poles & Service Connections.(Considering 25 Mtr. Distance between two poles and extra cable for loop 35 Mtr.)

Item Description

Providing & laying of approved make 50 MM outer dia Doubled Walled Corrugated Pipes (DWC) of polyethylene (conforming to IS 14930 - II) with necessary connecting accessories like coupler, Tee, L - Bow, etc. of same material at required depth (90 cms) for laying of cable below ground/ road surface for enclosing cable and back filling the same to make ground as per original & as per instruction of Engineer Incharge - for Streelight Cable of 1 x 4 core x 10 Sq. MM. (30 Mtr Per Between two Pole)

Providing & laying of approved make 90 MM outer dia Doubled Walled Corrugated Pipes (DWC) of polyethylene (conforming to IS 14930 - II) with necessary connecting accessories like coupler, Tee, L - Bow, etc. of same material at required depth (90 cms) including excavation for laying of cable below ground/ road surface for enclosing cable and back filling the same to make ground as per original & as per instruction of Engineer Incharge - for Streelight Cable of 1 x 4 core x 10 Sq. MM.

Drilling the road without breaking the road surface (Asphalt) for laying of cable for feeding power supply by making up to 100mm dia.size of holes at both ends complete.

Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault all over the run and back filling the same and making the surface as normal ground.

Painting the number and words for inventory Identification on erected fittings / equipment’s or Such accessories as may required with good quality of enamelled paint as directed by engineer in charge(i) up to 20 characters, up to 50 mm height.

Smart 4G Timer, Supply of IoT based 4G Smart Streetlight Control & Monitoring System having a Smart Panel comprising of 3 Phase IoT Streetlight Smart 4G Timer with 16x2 LCD to display RSSI, relay status, RTC time & diagnostics., Controller works on 3-phase & also on any available 1-Phase., Controller with 8-hour battery backup during external power failure. External power failure alert immediately to cloud., 110-630 V AC @ 50-60 Hz – 3 phase operating range., Standby power consumption <3W., Smart 4G Timer with RS232 port for DLMS Energy meter., Smart 4G Timer must be compatible with any make / brand of DLMS (RS232) Energy Meter., DI: 4 Nos. (3 Contactor / Latch detection, 1 for Door Sensor.)., DO: 3 Relays for Independent control each phase (R, Y, B) with 1 extra spare relay., Smart 4G Timer with dual SIM functionality for connectivity backup., 4G M2M SIM 3-Year communication included., Local configuration via WiFi / BLE for maintenance or during force majeure., GPS chip inbuilt of Smart 4G Timer for auto location tracking & astronomic schedule location., 50 programmable schedules., Astronomic scheduling with monthly offsets., Smart 4G Timer has inbuilt timer stores schedules locally & also stores schedule execution logs locally, syncs to cloud whenever connected to cloud., Auto-scheduler overrides manual operations., Monitoring & alerts for MCB trips., Over/under voltage, current, overload, power factor & short circuit protections with alerts via Dashboard, App, SMS, WhatsApp & Email., Contactor / Latch chattering protection & alerts., Smart 4G Timer with neutral failure protection and alert., Bulit-in Watchdog for anti-jamming., Smart 4G Timer must send Regular "heartbeat" on software for CCMS status.,

Providing & erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 25 KA. at 415 V,having normal current rating up to 25 A to 100A. with Fixed thermal & magnetic release suitable to work on A.C. supply 50 c/s. with all internal connections & complete erected in existing 16 G.M.S. housing. (Cat - III) suitable to work on AC supply with all internal connection-ICS 100 Per of ICU only.(1 No. per Distribution Box)

Providing & Fixing of Heavy Duty Flange type Double Compression brass double Compression type Cable Gland with rubber ring suitable for 1 x 4.0 Core x 10 Sq. MM PVC Insulated Alu. Armoured cable complete with outgoing tails, insulating taps etc. - (2 Nos. Glands at distribution box & 1 No.Gland at St. Light Pole Total 3 Nos.)

Supplying & erecting in earthpit of minimum bore dia. 150mm size approved make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50 mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications with chamber and heavy duty cover.(approved make OEM has to submit test certificate including value of earth resistane of installation.) & having back filling compound of (B) Inner Chemical (CCm Compound) - Resistivity :- 0.2 Ohm/meter testing as per IEC 62561-2017 , Voltage Drop :- < 1 volt at no load & dry form , Sulpher content :- <2 Per .(C) Back filling copound :- Earthing compound should be capable to retain moisture for log time. Necessary test report must be submitted. (C) For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive Computer System (like Automation, SCADA) i.e. independent Earthing located in other than normal soil i.e. Soft Rock, Marshy Soil etc..-Length of Pipe : 3 Mtrs. -Back filling Compound :2 nos Bags of 25 Kg.- (1 Job per Distribution Box)

Annual Operation charge: Agency has to carry out operation of the streetlight network with necessary manpower and material during the year , in such a way that through all year,streetlight network will run with minimum 95 Per efficiency. The job also includes liaison with UGVCL Officials at the time of any fault occurred to restore the power at the earliest. The agency has to carry out the work as per direction of Engineer in charge and / or as specified in the detailed scope of work. Efficiency of the street light shall be checked on weekly basis & agency has to attend the site during weekly checking of street light & all fittings. Agency has to arrange the vehicle for the engineer i.e. Car/ Bike or rickshaw as & when required or called for Dudhva GIDC I.E.

FOR PUMPING MACHINERY WORK: SITC of Pumping Machinery along with accessories with 5 year free comprehensive maintenanace Guarantee Period @ Dudhava GIDC Ind. Estate, District - Vav-Tharad. PART - I- FOR BORE WELL. Supplying submersible pump set for bore of 250mm/300 mm. dia having 3 phase motor capacity having below working at 3 Phase 400/440 volt 50 c/s AC Supply. a) Capacity: 100 to 400 LPM. b) Head range : 182 to 265 mtrs c) Dupty point : 220 mtrs d) The pump shall have best efficiency at duty point & Suitable to 100 mm Delivery pipe e) Pump should have Minimum number of Stage and It should be Suitable for bore dia 300 mm Ø. f) Supply 3 phase. 415 V, 50 Hz AC power g) Method of starting :ATS h) The guaranteed minimum overall efficiency of pump shall be as per the ANNEXTURE– ‘B’ attached herewith. The pump having overall efficiency less than the specified in ANNEXTURE-B shall not be accepted.

Projviding and Erecting ISI marked PVC insulated PVC sheathed Flat flexible submersible copper cable. (J) 3 Core X 35 sq.mm

Providing & erecting approved make Four pole moulded case circuit breaker having breaking capacity/strength ICU of 35 K.A. at 415V. having normal current rating up to 250A. with variable thermal & magnetic release suitable to work on A.C.supply 50 c/s. with all internal connections & complete erected on polished wooden board/ in existing 16 G.M.S housing.ICS 100 Per of ICU only.CAT III

Supply of 100 mm diameter of HEAVY UPVC column pipe with coupler and wire locks in approximate length of 3.00 mtrs,35 kg /cm^2 waight.

Supply of SS TOP & BOTTOM accessories with pump guard set suitable to item no.5 as directed by Engineer - in - charge with necessary plumbing as desired.

Supplying & erecting G.l. bend for pipe connections suitable for 100 mm dia column pipe. (04 nos for bore well + 04 nos for UG sump)

Supplying & erecting ISI Marked 100 mm dia G.l. Union for pipe connections suitable for 100 mm dia column pipe.

Providing and erecting ISI mark CI Double Flanged 100 mm sluice valve as per IS :14846 including all taxes,insurance ,transportation ,freight, charges ,octroi,inspetion charges ,loading,un loading,conveyance to departmental stores ,staking etc.complete with ISI mark only . P.N,1.6 With hand wheel /cap operated (PD type Short Body) (2 no for Bore well+2no for UG sump)

Providing and erecting ISI mark 100 mm C.I Non Return valve including all taxes,insurance ,transportation ,freight, charges ,octroi,inspetion charges ,loading,un loading,conveyance to departmental stores ,staking etc.complete with ISI mark only , IS 5312 ,PN-1.6 (1 no for Bore well+2no for UG sump)

Supply of errection clamps with nut & bolts Clamp made from M.S. plate with 3 holes on either side with nuts & bolts of std. Make and suitable size 4"(Width)x 1.5"(Thickness)x 24" length flate suitable to 100 mm dia column pipe & 300 mm dia Borewell. (2 pair for bore well+ 2 pair for UG sump)

Supply of all flanged, heavy duty CI Tee as per IS 1538/ 1986 specification suitable for use with C.I. column pipe of 100 mm dia. size of C.I. Tee- 100 x 100 x 100 mm dia Supply of M.S. Blind blank flange having 15 mm thickness. With standard holes for 12.5 mm dia bolts. (1 nos for bore well + 1 nos for sump)

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising, connection terminal dia of 14 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications with chamber and heavy duty cover.(approved make OEM has to submit test certificate including value of earth resistane of installation. (A).For electrical installation up to 440 V length of pipe 1 Mtr back filling compound -1 Nos of bag of 15 kgs. (1 no for bore well + 1 nos for sump with pump house)

Lowering of submersible motor pump set complete with required. Nos. and size of casing pipes erected by means of proper chain pulley block & pipe wrenches after checking of threads of each pipe with coupling to take the load of the pump set and pipe assembly filled up with water. Above 120 mtr & up to the depth as directed by Engineer-In-Charge

Design, Supply, Installation, Testing, Commissioning of Full Bore 100 mm dia Electromagnetic flow meter with factory calibrated, Regular Power Operated, flanged connection, Flow sensor, Indicator, transmitter and totaliser with all accessories viz. (I) Flow Meter/ Sensor: DC pulsed type, IP 68 Protection, Flanged process connection as per IS 1538 or equivalent standard, SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with Junction Box, CS flanges.(II) Flow Transmitter/ Converter ( Remote Field Mounted):Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward, reverse, sum totaliser display, ±0.5 Per accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one status output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communication etc alongwith wall mounted/ stand ounted cabinet.

Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge, ±1 Per accuracy, Direct bottom 1/2" NPT (M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS 316 Movement material, Aluminium dial with black graduation on white background, Micro Zero adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag plate etc as per IS 3624. 100 mm Dial Size (0 to 21 Kg/cm2)

PART - II- PMC FOR UNDER GROUND SUMP: Providing & erecting 12.5 Hp Open well horizontal mono block pump set having 3 Phase 400/440 Volt having 1530 to 950 in LPM @ 24 to 40 mtr Mtr head suitable for 80/100 mm dia delivery pipe. Cat. II i) Discharge capacity range 1530 LPM to 950 LPM (1 Working + 1 Standby) ii) head range 24 to 40 Mtrs. Duty point 30 mtr iii) Impellers : SS (Stainless Steel)-410 iv) Delivery size : 80/100 mm dia.

Providing and erecting ISI marked PVC insulated PVC Sheathed Flat flexible Submersible copper cable approved make of following Size. (C) 3 Core x 4 Sq. mm

Providing & erecting weather proof, dust & vermin proof, floor mounted front operated indoor type cubical panel board having IP-64 protection made from 14 SWG thick CRC M.S. sheet for outer body & doors, 16 SWG thick CRC M.S.sheet for internal partitions with necessary supporting angles, flats including cutting, bending, drilling, welding, riveting with internal partitions & cable alley as per requirements & instruction of engineer-in-charge with erection of supplied switch gears, BUSBARS, with suitable size of inter connecting PVC copper wire / copper-aluminium strips, rubber grommets, rib, bakelite control fuses for measuring instruments, earth bus & earth bolts, foundation flange - bolts-base Plates, sufficient nos. of hinged doors, handles with locking arrangement and rubber gasket complete. The Panel shall be painted with epoxy powder coating. (The rates excludes the cost of switchgears, bus bars, inter connecting mains & Copper Aluminium strips, meters, Fuses etc. The dimension shall be measured excluding base beams) The panel shall be supplied with following approved manufacturers with following size. (B) The standard companies switch gear shall be used and only manufacturers at CPRI approved factory and shall be certified by that company whose switch gears are used after fabrication for beneficial use locally fabricated panel box with 350 mm depth.

Supplying and erecting triple pole & neutral 440V / 500V panel mounting Copper Busbars with four equal Nos. of electrolyte bus having current density not more than 1.6 Amp. / sq.mm (Rated current / cross section area) duly wrapped with colour insulating tape for phase sequence of following current carrying capacity, erected with necessary bus bar supports /insulators, main cable socket to each bar, erected in existing cubical panel with necessary connections.(A) Suitable for 200 Amp. Capacity

Supplying and erecting aprroved make 3 Phase Digital Ammeter & Voltmeter having 3.5 digit LED display 0 to 750 AC volt range for volt meter and 0 to 1000 A for A-meter erected on existing panel board with all connection wiring and manufacturer calibtration certificate.

Supplying and erecting approved make set of indicator lamps of LED type lamp, lens cover, Bakelite holder complete erected with necessary connections.

Supplying and erecting APP type capacitor suitable for 415 v 50HZ 3 phase AC power supply with earting terminals and test certificate.

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (D) 3 x 1/2 core x 70 Sq. mm ( 35 Sq. mm 1/2 core)

Providing and erecting LT CT with bar primary 50/05 to 1000/05 ration 15 VA burden erected in existing CRCA box duly secured with insulating material connected to the meter coil.

Supplying and erecting aprroved make PF meter having 150 mm dia balanced and un balanced load to work with provided CT 100/5 amp to 400/5 Amp ration and other assesories complete erected in MS box and connected to circuit by PVC copper core leads

Supplying and erecting aprroved make single phasing preventor in MS enclouser with wiring up to 20 HP

Miniature circuit breaker single pole 6A to 32A suitable to operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark cat-III

Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 35 KA. at 415 V,having normal current rating up to 250A. with variable thermal & magnetic release suitable to work on A.C. supply 50 c/s. with all internal connections ,spreader tinned copper & complete erected in existing 16 G.M.S. housing.. ICS 100 Per of ICU only Cat III.

Supplying ISI Marked (Embossed) following size of Heavy duty “C” Class G.I . Pipe & erecting as directed by Engineer-in-charge with necessary plumbing as desired. (G) Nominal 100 mm dia mtr.

Supplying & erecting Mild Steel heavy duty Flanges with rubber packing and hardware materials for pipe connections suitable for Nominal Dia : 100 mm dia.

Lowering of 12.5 hp submersible motor pump set complete with required. Nos. and size of casing pipes erected by means of proper chain pulley block & pipe wrenches after checking of threads of each pipe with coupling to take the load of the pump set and pipe assembly filled up with water

CABLE GLANDS & CABLE LUGS Supply and fixing heavy duty flange type brass cable glands with rubber ring for suitable size PVC armoured cable complete with out going tails, insulating tape etc. for following size of cable. 3.5 core 70 sq mm.

3 core 35 sq mm for gland

3.5 core 70 sq mm for lugs

3 core 35 sq mm for lugs

Out Door Street Light: SITC of 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness with 225mm X 225mm X 16mm base plate, Supply and Installtion of 4 nos. 4 - M20 Bolts and 600mm long J-Bolt. (4 Nos. Per St. Lght Pole or Above Foundation) Hot Dip galvanised octagonal type Streetlight Pole complete without Bracket & incl. foundatin and accessories with following specifications.(a) Overall length of pole : 7.00 mtrs. (b) Height above ground level : 7.00 mtrs. (C) Length of section - Out side dia. & Wall thickness Bottom : 135 mm, Top : 70 mm.

Providing and fixing of heavy duty Double Compression type Brass Cable Gland with rubber ring suitable for 2 x 4.0 Core x 10 Sq. MM PVC Insulated Alu. Armoured cable complete with outgoing tails, insulating taps etc. - (2 Nos. Glands Per Sintex Box on St. Light Pole)

Providing and fixing of Solderless Crimping Type Aluminium Lugs (4 Nos. per termination) conforming to IS suitable for 1 x 4.0 Core x 10 Sq. MM PVC Insulated Aluminium Armoured cable tail complete erected with insulating materials for each termination.evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. - (2 Nos. Termination Per St. Light Pole)

Item Description

Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity.(A) 6 to 32 Amp. Cat.III - (1 No. Per St. Lght Pole)

Providing and erecting Funnel Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with coupling and buch buried in specially prepared earth pit complete with necessary 8 SWG earth wire and required size HOT deep Galvanised iron strip for earthing of Street light pole using proper clamp with using salt and charcoal / coke as required for pipe type earthing. (1 Job Per St. Light Pole)

Providing and erecting Street Light pole bracket comprising main B Class MS pipe of 4.2 cm/require outside dia. complete with suitable B Class M.S. sleeve tubing of approx. 45cms.length and suitable for 76.5 mm /80mm / required size of pole top having sufficient fasteners for fixing the brackets and having spread of 1.0.mtr. length with 100 deg.with vertical plane (Boom angle should be 10 Degree) & suitable welded stays, reducer and with check nuts complete painted with one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with following nos of arms. SINGLE Arm Bracket 1.0 mtr

Supplying and erecting 60 Watt LED street light fittings with High power White LEDs wattage of 1 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses with company mark/name engraved or embossed 120 to 300 V,Power Factor more than 0.95, THD 0.45, Luminaire efficiency> 85 lumens/watt . LED driver efficiency > 85 Per. CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ LG/BridgeLux (U.S.A.) make LED used for luminaire. ( Each fittings required LM-79 & LM-80 certificates) -(Cat- III)

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kV grade ISI marked copper wires of following size to be erected as directed FR PVC insulated ISI Marked Stranded Copper cable having Conductor 3 Wire 2.5 Sq. MM.,3 core round PVC sheathed in exising pipe/ in street light pole erected with 2.5 Sq. MM. copper conductor FR PVC insulated stranded wire of green colour for earth continuity.

Providing, laying, erecting ,testing & commissioning of 1 x 4.0 Core x 10 Sq. MM, XLPE (IS: 7098 (i) - 88), ISI Mark, Armoured, Multistranded, Aluminium Conductor suitable for 1.1 kV grade to be laid at depth 90 Cms under ground or to be laid on wall with necessary clamps or in existing cable trench/ pipe at road crossing or on floor and making the ground as per original. - For Streetlight between two poles & Service Connections.

Providing & laying of approved make 50 MM Nominal OD Doubled Walled Corrugated Pipes (DWC) of polyethylene (conforming to IS 14930 - II) with necessary connecting accessories like coupler, Tee, L - Bow, etc. of same material at required depth (90 cms) including excavation for laying of cable below ground/ road surface for enclosing cable and back filling the same to make ground as per original & as per instruction of Engineer Incharge - for Streelight Cable of 1 x 4 core x 10 Sq. MM and Service cable of 1 x 4 core x 10 Sq. MM. (25 Mtr Per Between two Pole)

Providing & laying of approved make 90 MM Nominal OD Doubled Walled Corrugated Pipes (DWC) of polyethylene (conforming to IS 14930 - II) with necessary connecting accessories like coupler, Tee, L - Bow, etc. of same material at required depth (90 cms) including excavation for laying of cable below ground/ road surface for enclosing cable and back filling the same to make ground as per original & as per instruction of Engineer Incharge - for Streelight Cable of 1 x 4 core x 10 Sq. MM and Service cable of 1 x 4 core x 10 Sq. MM. (2.5 Meter per Pole )

Supplying & erecting MINI SECTION PILLAR 60 x 30 x 45 cms fabricated from 16 Gauge thick joint legs M.S. Sheet with angle iron legs 45 cms long made from 35 x 35 x 5 mm thick. Jointless M.S. Angle with cable clamps to be burried in ground to have appropriate erection to work Uniform Until erected with cement concrete foundation and 45 cms high bricks work finishing with plaster etc. hinged double door with 3" x 4" vision panel covered with Mesh & V. panel overlapping with flap for meter reading internally supported on both side, with internal and outside looking arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with nut and bolt for erecting backlite sheet. Painting the Section Pillar inside and out side with three tank powder coated paint.. section pillar roof should be without joint with water leakage proof & tested as per IP 55 test & followed by IS 2147 of 1962

Supplying and erecting bakelite sheet 12mm thick HYLAM make on existing angle iron frame.

Supplying & erecting approved make Digital time switch having lithium cell 6 years operative and operate battery backup 1 channel day clock with 14 memory programme, suitable to operate on 240V + 5Per, 16A with, floating contacts Minimum switching setup time 1 minimum & LCD display. Also comprised permanent ON/OFF switching. Programming switches & housed in fire proof thermoplastic enclosure & transparent cover erected as required with necessary connection erected as directed.

Providing & Fixing of 4 pole 440 V 40 A power contactor for time switch complete erected as per direction CAT-III.

Providing & Fixing of approved make 415 V four pole MCB for lighting load (B Curve) having 10 KA breaking capacity confirming to IS - 8828, with enclosure having capacity of 40 A.Cat-III.

Supplying & erecting funnel type earthing having earth plate of following size burred in specifically prepared earth pit 3 mtr. below ground with 40 kg. charcoal and salt with alternate layers of charcoal & salt, 20mm.dia. G.I. pipe with Funnel with a wire mesh for watering & bricks masonry block, C.I. Cover complete as per para 7.3 of IS 3043 with necessary length of double Galvanised Iron / copper earth wire No 6 SWG bolted with lug to the plate and covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to the nearest switch gear with end socket as per direction & duly tested by earth tester confirming to IS (As per drawing) with following specification (C) with 60 x 60x 0.315 cms. Copper earth Plate

Drilling of Road without breaking the road surface for laying of cable [A] up to 100 mm bore dia.

Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault all over the run and back filling the same and making the surface as normal ground.

Electrification for Bore Room : Point wiring for Light / Bell with 2-1.5 sq.mm & earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires, in following type of pipe to be erected concealed in/ on surface on wall/ceiling complete with 6A Modular type switch / bell push & accessories and earth continuity of following type, erected on PVC / Metallic box, single mounting base frame covered with textured/metallic front plate modules erected on / in wall / ceiling as per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed. (a) with medium class Rigid PVC pipe and accessories. Cat. III

Point wiring for FAN with 2-1.5 sq.mm & earthwire of 1.5 sq.mm (Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated multistrand copper wires, in following type of pipe to be erected concealed in / flushed on wall/ceiling complete with 6A Modular type switch and hum free EME four or more step type electronic fan regulator with separately mounted and accessories with earth continuity of following type erected on PVC / Metallic box, single mounting base frame covered with textured/metallic front plate modules erected on / in wall / ceiling as per pipe erected. with necessary ceiling rose / H.D.Connector as directed.(a) with medium class Rigid PVC pipe and accessoriesCat. III

Point wiring for Individual Plug with & earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in / on surface of wall / ceiling complete with Modular type switch & 5 pin Plug erected on PVC / Metallic box covered with appropriate front plate modules erected on / in wall / ceiling as per pipe erected with following type of accessories. [I] For 6A Plug with 2-1.5 sq.mm Cu. Wire. (a) with medium class Rigid PVC pipe and accessoriesCat. III

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed (b) 25 mm

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed (d) 40 mm

Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size (a) with medium class Rigid PVC pipe and accessories(b) 2 wire 2.5 sq. mm

Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size(a) with medium class Rigid PVC pipe and accessories (a) 2 wire 4 sq. mm

Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable for operation on single phase 240 V. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component. for following Max. rating erected as directed (i) 25 Amps.DP Cat.III

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity - ( c ) 63 Amp

Providing and erecting Approved make Ceiling fan with double ball bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy and 30 cms. down rod erected on existing hook or clamp with 24/0.2 , 3 core flexible wire with earthing. [Make shall be approved by Engineer in charge]

Supplying and erecting Fan Hook of 10 mm.M. S. Roundbar grouted in RCC slab with Making the site as original.

Supplying & erecting fan hook box of 10mm MSRound bar bounded to the RCC bars up to 50 mm length each side and peirced through 16 gauge MS box/heavy duty PVC box complete erected in ceiling with necessarry fittings

Providing fan clamp of for Ceiling fan complete erected with necessary bolts and nuts..

Providing 2.5mm.thick laminated /pvc sheet to cover the fan hook or Fan box.

Supplying and erecting 18 W LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA polyester powder coated and high U.V. & corrosion resistance with diffuser and/or Polycarbonate optics with company mark/name 120 to 300 V,Power Factor more than 0.9, THD 0.7, Luminaire efficiency> 85 lumens/watt , LED driver efficiency > 85 Per CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux(U.S.A.) make LED used for luminaire. (Each fitting required LM-79 & LM-80 Certificates) (A) Tube Light with integral driver (ii) 18 Watts, Surge - 2KV,IP-20 conventional 4 feet. Cat-lll.

Providing and erecting metallic vitrified danger notice board as per language suggested by engineer incharge for HIGH VOLTAGE installation to be erected as per IS.-2551.

Providing pair of rubber hand gloves suitable for working on 11 KV/22 KV supply.

Supplying 12 mm thick rubber matting as per IS:15652/IEC 61111

Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes)

Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS 13849 or 1 Kg capacity with necessary clamp for erection on wall