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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.5 LAccepted-AOC 8A MAHIM HALDER STREET KOLKATA 700026 | KOLKATA | KOLKATA | WEST BENGAL | 700026 | ₹42.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹42.5 LRejected-AOC | ₹42.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹42.6 LRejected-AOC 12 1N CHANDITALA LANE KOLKATA 700040 | KOLKATA | WEST BENGAL | 700040 | ₹42.6 L | L3 | Rejected-AOC L3 |
Tender Value
Refer Docs
EMD Value
₹86,000
Closing Date
11 Feb 2026, 2:00 pmClosed
EE AM HOWRAH AM DIVISION
EE AM HOWRAH AM DIVISION
Installation of Muktirchak New Midi (E) RLI Scheme at Mouza- Sonamui Chaksador, Ghoshpur, Block-Amta-I in the District of Howrah under the Executive Engineer (A-M), Howrah (A-M) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program
2026_WRDD_992661_1
WBWRDD/EE(AM)/HWH/eNIT 89/25-26
Open Tender
CIVIL WORKS
150 days
EE AM HOWRAH AM DIVISION
Please refer Tender documents.
4 documents required · 4 mandatory
₹86,000
27 Feb 2026
21 Jan 2026
13 Feb 2026
21 Jan 2026
11 Feb 2026
21 Jan 2026
P.V.C. PIPES & ACCESSORIES (Pipes and Fittings are all ISI Marked.) Supply of 200 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments
Supply of 140 mm dia P.V.C. Pipe(Cl-I) with Coupler (Class-II) As per IS 4985:2000 with latest amendments
Supply of 140 mm dia P.V.C. Pipe(Cl-II) with Coupler (Class-II) As per IS 4985:2000 with latest amendments
Supply of 200 mm dia P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 140 mm dia P.V.C. Equal Tee as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 200 mm dia F.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 160 mm dia F.T.P. as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 160 X 140 mm P.V.C. Reducer (Class-II) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 200 X 140 mm P.V.C. Reducer (Class-II) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 200 X 160 mm P.V.C. Reducer (Class-II)
Supply of 200 X 60º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 140 X 60º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 140 X 90º P.V.C. Bend s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA)
Supply of 200 mm dia P.V.C. End Cap(Cl-III)
Supply of 140 mm dia P.V.C. End Cap(Cl-III)
Supply of 200 mm dia P.V.C.Extra Coupler (Class-II)
Supply of 140 mm dia P.V.C.Extra Coupler (Class-II)
Supply of 160 mm dia P.V.C.Extra Coupler (Class-II)
Supply of Solvent Cement(Extra)
M.S. ACCESSORIES GI Quadrupped Set for Midi RLI Scheme, All material ISI marked (As per appvd. existing drawing & tech. spec.)
150 mm dia 90º G.I Bend (both end flanged), one end flange welded and other end ring welded with bracking flange ISI marked-IS-1239, Galv- IS 4736 (As per appvd. existing drawing & tech. spec.)
100 mm dia 90º G.I Bend (both end flanged) long bend With priming arrangement, ISI marked-IS-1239, Galv- IS 4736 (As per appvd. existing drawing & tech. spec.)
100 mm.dia Galv. MS Flanged Pipe ISI marked- IS- 1239, Galv- IS 4736(As per appvd. existing drawing & tech. spec.)
150 mm.dia Galv. MS Flanged Pipe ISI marked- IS- 1239, Galv- IS 4736 (4.8mm)(As per appvd. existing drawing & tech. spec.)
VALVES AND OTHER ACCESSORIES 150 mm dia C.I. Sluice Valve with hand wheel, ISI marked- IS 14846 (As per appvd. existing tech. spec.)
100 mm dia C.I Non return Value ISI marked- IS 14846 (As per appvd. existing tech. spec.)
150 mm dia (type-C) Alfa Alfa Valve (nipple type) with handwheel 01 no. for 04 nos valve, as per IS 210/2009 (As per appvd. existing drawing & tech. spec.)
Supply & Transportation of 100 mm dia C.I. Foot valve, flanged end & swing type. The disc face will be made of leather and strainer made of galvanized steel.The Valves shall be tested for (closed end test) against Hydrostatic test requirement
Supply of MS Hose Clamp Supply & Transportation of 100 mm dia MS Heavy Duty Hose Clamp fitted with bolts & nuts (2 sets), 2 mm thick, 30 mm width. One coat of Black Japan
Supply of C.I. Flanged Tail piece/Nipple 150 mm dia.Tail piece one end flanged other end grooved.
Supply & Transportation of 100 mm dia C.I. Combined Tail Piece with adopter both side grooved, with 7 nos. grooves.
Supply & Transportation of 100 mm dia C.I. Tail Piece with one end flanged and other end grooved, overall length (175+/-15) mm. (23 mm flange thk) with 7 nos. grooves.
Supply of Foundation Bolt Supply & Transportation of Foundation Bolt, manufactured from 20 mm nominal diameter MS Rod as per IS:2062/1992. Total length of the Bolt is 375 +10 mm having welded head 80 +10 mm in length and 20 mm in nominal diameter nut and 2 nos. washer, The average weight of such bolt to be 1.5 kg. per bolt with tolerance in weight of each bolt @ +10%.
Supply of Nuts & Bolts Supply & Transportation of GI Hexagonal Head Nuts and Bolts conforming to IS 1363(Part-I)/1992 of product grade C with latest amendmends for Bolts & IS 1363(Part-3)/1992 of product Grade-C with latest amendments for Nuts properties /Class for Bolt-4.6 & for Nut-4.5. ISI marked. a) M 16 mm X 65 mm.
c) M 16 mm X 80 mm.
d) M 16 mm x 50 mm
e) M 20 mm X 80 mm.
f) M 20 mm X 100 mm.
ELECTRICAL ACCESSORIES ELECTRO MOTOR PUMP SETS, ISI MARKED, IS 12615 & IS 6595, Monoblock as per IS 9079 (read with latest ammendment for all IS) 100 m3/hr,18 m head. (10 HP) (As per appvd. existing tech. spec.)
MOTOR CONTROLLER, IS 60947 10 HP 3 phase Electromagnetic Star-Delta motor controllers with 4 pole heavy duty Power contactor, single phasing preventer and normal protective features, MCB, Indicators, push buttons, Ammeter & Voltmeter, all in IP54 enclosure of min 16swg. C R sheet steel, 10 tank process powder coat painted and as per technical specification
BUSBAR CHAMBER, IS 60947 63 A Busbar Chambers (As per appvd. existing dwg & tech. spec.)
SWITCH FUSE UNIT, ISI MARKED, IS 60947 63 A Switch Fuse Unit TPN (As per appvd. existing tech. spec.)
32 A Switch Fuse Unit TPN (As per appvd. existing tech. spec.)
Supply & Transportation of 500 mm dia (Table-5) Compressed Asbestos Fibre Jointing for Quadruped & Tripod set(for raised surface of flange as per IS:6392).
100 mm dia Suction Hose, P.V.C.Flexible Hose pipe, ISI marked - IS 15265
Supply & Transportation of 100 mm dia Foot Valve Leather Washer best quality brand (Imperial/Techno/Burhani).
Supply and transport of Rubber Insertion 5 mm thick with proper reinforcement 2 ply conforming to IS 638/79 with ISI Mark with latest amendmends suitable for raised surface of MS flange as per IS 6392/71 (Table 5, 11 & 17) with standard bore holes. 200 mm dia Rubber Insertion (Table No.11)
200 mm dia Rubber Insertion (Table No.5)
150 mm dia Rubber Insertion (Table No.17)
150 mm dia Rubber Insertion (Table No.5)
100 mm dia Rubber Insertion (Table No.17)
80 mm dia Rubber Insertion (Table No.17)
65 mm dia Rubber Insertion (Table No.17)
WTA Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.
Earthwork in excavation of field trenches as per designed section & alignment for laying of pipe lines(PVC,RCC,ACP etc.) upto a depth of 1500 mm in all sorts of soil including removing, spreading or stacking extra earth as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom as required complete.
Laying of P.v.C. pipes of different diameters within field trenches in curve /straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. b) 200 mm dia
c) 140 mm dia
Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work)
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand.
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity.
Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity .
Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4m. Tor steel/Mild steel ( SAIL/ TATA/RINL) i) For foundation Blocks of Water Distribution System
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In foundation and plinth
Brick work with Ist class brick in cement mortar (1 : 6) . (a) In superstructure ground floor.
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster.
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.
Fitting and fixing of M.S. / G.I. / C.I.accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge. a) 150 mm dia sluice valve.
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (i) 150 mm. dia. ERW pipe. (i)(a) 150 mm. dia. ERW pipes.
(i)(b) 100 mm. dia. NB ERW/MS pipes.
Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for HDTW/MIDI RLI Scheme.(Rate inclusive of transportation from departmental store to work site).
Labour charges for fitting, fixing 150 mm. Dia. Alfa-Alfa valve with 140 mm. dia.P.V.C. pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C.End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.
Supplying, fitting and fixing including transportation of sign board for identifing the exact location of MIDI RLI scheme (one at road side and other at site) the board will be made of 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include materials and labour complete as per drawing and direction of EIC.
Placing and positioning the Centrifugal pump motor set on the pump base / pump house floor, aligning properly with necessary packing and fixing the set with holding down nuts and washer including cutting holes of requisite size in the floor / base, grouting the bolts and mending good all damages complete as per direction of the Engineer-in-Charge (ii) 10 H.P. Capacity
Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entire pipe line net work for at least 4 (four) hours by running the departmental Deasel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-in-Charge. ii) For Midi R.L.I.
Carriage charge on every item from Sl. no-56 to 77 excluding Sl. No- 57,75 & 77
PUMP HOUSE Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(d) with local hard black stone verity chips(churser broken)
Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(d) with local hard black stone verity chips(churser broken)
Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering. For PUMP HOUSE
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild Steel, SAIL/TATA/RINL i)For foundation Blocks of Water Distribution System
Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete. a) In foundation & plinth.
b) In superstructure ground floor 3rd CORRIGENDA & ADDENDA FOR SCHEDULE OF RATES OF PWD wef 01.11.2017, Sec- 1(C), SLNo., 4 (a) Pg No. 1 & 2
Plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor. (a) 15 mm thick (1:6) proportion.
b)20 mm thick with 1:6 cement mortar.
c) 10 mm thick with 1:4 cement mortar.
25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
M.S. gate of jail type as per approved design made of strong MS frame work inter midiate stifferners and round/square bars of angles MS sheet (not less than 14 gauge) gussets, cleats etc including necessary riveting, bolting, welding, locking and hanging arrangement, fitting, &fixing complete as per direction of Engineer-in-charge in ground floor. 3rd Corrigenda dated 04.06.18 & addenda for Schedule of rates of PWD wef 01.11.2017, Sec-1(F), SL- 10, Pg. No. 91 & Pg-104, Sl No - 13 (a)(ii)of SOR PWD.2017
Priming one coat on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. SEC-1(K),Pg - 176, Sl no - 7(b)
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. Two coats (super gloss hi- gloss except white)Steel surface iv) Two coats (with any shade except white)
White washing including cleaning and smoothening surface thoroughly (5 parts of stone lime and 1 part of shell lime should be used in finishing coat) all floor
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. ii) b) Two coats
Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house.
Extra Carriage charges '@ 4% (For Sl No 80-99 )
Internal Wiring Supplying and fixing MCB SS enclosure with IP-20/30 protection, powder coated provision for two/four pole MCB, concealed in wall after cutting the wall & mending good the damages to original finish incl. painting, connection & provision for earthing attachment 2 Way
Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection Legrand DP 32 A
Wiring from MCB SS Enclosure to Busbar by the following size of 1.1KV grade single core stranded 'FR' PVC insulated and unsheathed copper wire (Brand Approved by EIC) in 25 mm PVC casing-capping (Precision make) including necessary PVC clips fittings etc. 2X 36/0.3 (2.5 Sq mm) + 1 X 22/0.3(1.5 Sq mm) ECC
Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips fittings etc. to light/fan point with piano key type switch (Anchor Make ) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necessary connections and making earthing attachment and mending good damages to building works. [PVC casing capping and Switch board both on surface] (b) Avg Run 6 run meter
Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips fittings etc. with S & F 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on PVC switch board on wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] (a) Onboard
Supplying and fixing of 240/415 V MCB of breaking capacity 10 kA & C characteristics on DIN rail of existing DBs and necessary connection. Legrand Single Pole 6-32 amp.
Supply & Fixing angular batten holder (Anchor) on 75 mm dia PVC round block / round bakelite on wall/ceiling.
Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL.
Fixing only TPN switch fuse units in Sheet Steel enclosure with HRC fuses on angle iron frame on wall for 200A
Supplying and fixing sheet steel (16SWG) cable end box on TPN SFU enclosure with nuts bolts etc incl. powder coated painting. [200A]
Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables : For 3½ core upto 70 sqmm.
Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket(Dowels) make, tapes, anticorrosive paste & jointing materials : For 3½ core 70 sqmm cable.
Fixing only Sheet Steel TP/TPN Main Switch (Rewirwable type)/ Change over on Flat Iron Frame/Angle Iron Frame on wall (63 Amps, 415 Volt) On angle iron frame
Fixing only of 4 Bars 200 A, 415 V M.S. sheet metal busbar chamber on angle iron frame on wall .
Fitting and Fixing of Star Delta starter (for 20 HP motor contol) with nuts and bolts fixed on angle iron frame on wall and making necessary connection with the electrical cables.
Fixing only Single Phasing Preventor on flat iron frame on wall
Supplying and Drawing with 1.1 KV, PVC flexible 'FR' cables copper conductor conforming to IS 694 in suitable size with fitting and fixing on wall , including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to IEE regulation and as per direction of EIC.(Brand: Gloster/Havells/Finolex) (b) For midi RLI (i) 4Cx 16 sqmm Copper cable conforming to IS 694 in [63 A TPN switch to Busbar]
(ii) 3C X 10 sqmm copper cable conforming to IS 694 [Busbar to 32 A. TP Main switch and 32 A TP switch to Motor starter]
(iii) 2 X 3C X 4 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (lSI Medium quality)Star-Delta Motor starter to Motor]
Supplying & fixing of EI danger Board 4"x 6" in two distinguishing position . As per IEE regulation.
Earthing with 50 mm dia Galvanized iron pipe 3.64 mm thick X 3.04 mts. long and 1X4 SWG G.I.(Hot Dip) Wire (4 mts. Long ) 13 mm dia X 80 mm long G.I. Bolts, double nuts and double washer including S&F 15 mm dia G.I. Pipe protection (1 mts) long to be fitted with bitumen partly under the ground level and partly above the ground level driven to an average depth of 3.65 mts. below the ground level. By ISI-Medium G.I. Pipe
Supplying and fixing earth bar of galvanized (hot dip) M.S. Flat 40 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilled holes on busbar complete with G.I. bolts, nuts, washers spacing insulators etc. as required for tapping.
Connecting the equipments to earth busbar including supplying and fixing G.I. (hot dip) Wire on wall/floor with stapples burried inside floor/wall as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages. By Solid 6 S.W.G. GI Wire
Insulation testing of internal wiring of Pump House/Kiosk Box including wiring of electric Motor & other ancilary equipments by means of Megger
Add GST 18 %( Item No-54 to 123)
Add Cess 1%( Item No-54 to 124)
P C C POLE : 8 Mtrs. Long
P C C POLE : 9 Mtrs. Long
M.S Channel 100X50 mm
M.S Channel 75X40 mm
M.S.Angle 65X65X6 mm
M.S Flat 65X6 mm
Composite Hardware Fittings for ACSR Weasel/ Rabbit Conductor
PG CLAMP FOR ACSR WSL/RBT (30/50 MM)
G.I. Stay Wire 7/ 3.15 mm (10 SWG)
G.I. Stay Wire 7/ 2.5 mm (12 SWG)
PORCELIN GUY ISULATOR (HT)
PORCELIN GUY ISULATOR (LT)
CABLE(PVC 1.1 KV GRADE) 4CX50 sq mm
ACSR Rabbit (50 sq. mm.) Conductor
ACSR Rabbit (20 sq. mm.) Conductor
11 KV 320 mm CD Polymer Composite Pin Insulator 5KN
11 KV Polymer Composite 45KN Disc Insulator
G.I. Wire 5 mm
G. I. Earth Spike 1853 x 20 MM
CABLE(LT AERIAL BUNCHED 1.1 KV) 3CX70+1CX16+1CX50 sq mm
INSULATION PIERCING CONNECTOR (ABC) 50-70 SQMM
Bimetallic Crimping type water proof LUG for 70 sq.mm. Power Cable for LT ABC
LT Distribution Box along with Steel Strap & Buckle for 3Ph connection in LT ABC system
Cable End Cap for differnet size LT AB Cable
DEAD END CLAMP LT ABC (3X70+1X16+1X50 SQMM)
Eye hook for Ancho. & Suspn. Clamp
DTR 25 KVA 11/0.415 KV
TPGO Isolator : 11 KV : 200 Amp.
Lightning Arrester 12 KV 5 KA Porcelain housed gapless type
LT DISTRIBUTION KIOSK FOR 100 KVA DTR
GI TURN BUCKLE 18 X 5/8"
STAY SET H.T.( safe working load 7900 kg) 1830x20 MM
STAY SET L.T.( safe working load 5100 kg) 1680x16 MM
CAUTION BOARD 11 KV
SURVEY FOR HTOH LINE.
ERECTION OF SINGLE 09 MTR. LONG PCC POLE.
ERECTION OF SINGLE 08 MTR. LONG PCC POLE.
ERECTION OF D.P. ON 09 MTR. LONG PCC POLE.
ERECTION OF SUB STATION D.P. ON 09 MTR. LONG PCC POLE.
EXTENSION OF PCC POLE.
GROUTING OF HT STAY SET.
GROUTING OF LT STAY SET.
EARTHING COMPLETE.
FIXING OF 11 KV PIN INSULATOR.
FIXING OF 11 KV DISC INSULATOR.
STRINGING & SAGGING OF ACSR 50 SQ.MM. 3 WIRE.
FIXING OF LT DTR KIOSK.
FIXING OF DANGER BOARD 11 KV.
FIXING OF 11 KV TPGO ISOLATOR 200 AMPS.
FIXING OF 12 KV L.A.(3 NOS A SET.)
EARTHING OF LA STRUCTURE.
EARTHING OF NEUTRAL POINT OF DTR.
ERECTION OF 25 KVA DTR.
FIXING OF TEE OFF BRACKET.
DRAWAL OF 3 PHASE S/C.
ERECTION OF LT ANCHOR CLAMP
ERECTION OF DCDB BOX
FIXING OF PIERCE SINK CONNECTOR
STRINGING & SAGGING OF LT -ABC 70 SQMM
CONDUCTING OF PHYSICAL SURVEY HT LINE & POLE THROUGH GPS
PAINTING OF DTR CODE IN BLOCK LETTER
FIXING OF CG BRACKET S.P
FIXING OF CG BRACKET DP
FIXING OF CG LEAD WIRE
FIXING OF CROSS LESSING WIRE
Supervision Charges @ 10% of Mat+ Lab( Item No-126 to 192)
GST 18 % on labour Cost (For Sl No 160 to 190
Security Deposit ( Item No-126 to 192)
Cess @ 1% of Mat+Lab+Sup( Item No-126 to 194)
Campaigning in the command area of Midi RLI Sub-Project by community workers for mass awareness, capacity building to achieve sustainability of Sub-Projects. Cost include wage payment to community workers, transportation, leaflet etc.
Meeting Cost for WUA fromation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges.
Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C etc.
Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and icidental charge (rate on meeting)
Meeting and onsite demonstration for operation & maintenace of one Midi RLI tubewell, water management and mode of collection of water tax, building of corpus fund etc.
IEC Materials ( Leaflet, poster, notebook) = 8 meetings, for SL -2 and SL - 4
Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy.
Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period
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