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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.3 LAccepted-AOC | ₹62.3 L | L1 | Accepted-AOC LOWEST BIDDER L1 |
| 2 | L2₹62.3 LRejected-AOC | ₹62.3 L | L2 | Rejected-AOC NOT LOWEST BIDDER L1 |
| 3 | L3₹62.3 LRejected-AOC | ₹62.3 L | L3 | Rejected-AOC NOT LOWEST BIDDER L1 |
Tender Value
₹62.3 L
EMD Value
₹1.3 L
Closing Date
15 Jan 2026, 10:36 amClosed
Executive Engineer (A-M), Balurghat (A-M) Division
Executive Engineer (A-M), Balurghat (A-M) Division, Balurghat, Dakshin Dinajpur
Conversion and Renovation of WTA at Mokrampur Govt. owned and operated Temporary Defunct Major RLI Scheme in Banshihari Block under Gangarampur (A.M) Sub-Division under Balurghat A.M Division under Sarasari Mukhyomantri (Core-Sector) Program 2025-26
2026_WRDD_988682_1
WBWRIDD/EEAM/BLG/CORE SECTOR/NIT NO.-14/2025-26
Open Tender
CIVIL AND ELECTRICAL WORKS
180 days
Dakshin Dinajpur
Refer Tender Documents
4 documents required · 4 mandatory
₹1.3 L
Yes
24 Feb 2026
15 Jan 2026
5 Feb 2026
15 Jan 2026
15 Jan 2026
15 Jan 2026
Energisation on Turnkey basis i.e by installing & supplying Transformer and other accessories, labour for effecting of 3-phase Major RLI service connection to be installed, including Material.
Material :
PCC POLE 9 MTR
PCC POLE 8 MTR
COND ACSR RBT 50SMM
1.1 KVXLPE4C50SMM CABLE
11 KV POLYMER COMPOSITE WITH FTNGS PIN INS-5KN
11 KV POLYMER COMPOSITE 45KN DISC INSULATOR
COMPOSITE H/W FITTING FOR 30/50 SMM COND
TPGO ISOLATOR 11KV 200A
M/S CHANNEL 75x40 MM
M/S ANGLE 65x65x6 MM
M/S ANGLE 50x50x6 MM
M/S FLAT 65x6 MM
G.I. STAY SET HT (1830X20MM)WRKG LD-7900KG
G.I. STAY SET LT (16800X16MM)WRKG LD-5100KG
G.I. EARTH SPIKE 1833X20MM
G.I. STAY WIRE 7/3.15MM
G.I. STAY WIRE 7/2.5MM
G.I. WIRE 5MM
G.I. WIRE 4MM
PORCELAIN GUY INSULATOR HT
PORCELAIN GUY INSULATOR LT
1.1 KVABCABLE 3CX70+1CX16+1CX50 SQMM
EYE HOOK FOR ANCHOR & SUSPN. CLAMP
INS. PIERCING CONNECTOR (ABC)-35-50SQMM
DEAD END CLAMP-LT ABC(3X70+1X16+1X50SMM)
LTDISTBOX 3PH CON. WH ST. STRAP & BUCKLE-ABC
DTR 63 KVA 11/0.433KV
LT DISTRIBUTION KIOSK FOR 63KVA TRNF
G.I. EYE BOLT
LA 12KV STNCLASS 10KA(PORCELAIN)
TURN BUCKLE 18X5/8"
Labour :
SURVEY OF HTOH LINE
SURVEY OF LTOH LINE
CONDUCTING OF PHYSICAL SURVEY USING VM APP
ERECTION OF S/STN. DP 9 MTR PCC POLE WITH PAINTING
ERECTION OF SINGLE PCC POLE 8 MTR. ONLY
EXTENSION OF 8/9 MTR. PCC POLE WITH PAINTING
STRINGING. & SAGGING OF ACSR COND.-50 SQ MM 3 COND
STRINGING. & SAGGING OF LTOH CABLE 3CX70+1CX16+1CX50 SQMM
REFIXING OF DP FITTING CHARGE 8MTR.
REFIXING OF DISC INSULATOR 11KV.
RESAGGING OF EXISTING ACSR 50 SQMM 3 COND
FIX OF PIN INSULATOR 11 KV.
FIX OF DISC INSULATOR 11 KV.
ERECTION OF HT STAY SET
ERECTION OF LT STAY SET
EARTHING COMPLETE
FIXING OF C.G. BRACKET ON SINGLE POLE
LEAD WIRE OF 2 WIRE ABOVE 30 MTR.
FIXING OF 'X' LACING
FIX OF ISOLATOR ON S/STN.
ERECTION OF TRANSFORMER 63 KVA
FIXING OF DEAD END CLAMP WITH ALL FITTINGS
FIXING OF IPC CONNECTOR
FIXING OF DISTRIBUTION BOX WITH ALL FITTINGS
FIXING OF LT KIOSK SINGLE CIRCUIT WITH PAINTING
FIXING OF LINGHTING ARESTOR
PIPE EARTH OF S/STN. (RATE CONTRACT)
GST @18% on item no. 1.201 to 1.227
Labour welfare cess @ 1% on item no. 1.201 to 1.228
Quotation Amount
Procurement of Electrical Items required for Conversion of Major RLI Scheme
Supply and Delivery of 20 H.P Electro Motor Pump set having capacity of 210 cubic meter per hour discharge at 18 meter total head. The Motor shall be designed for operation at 415 V (+10%), 3 Phase, 50 Cycles per Sec (+-5%), A.C Supply 1500 r.p.m. The Motor shall be TEFC, ISI marked as per IS 12615 with latest amendments thereof. The Pump shall be horizontal, single stage, split casing, conforming to ISI specification as per IS-6595/1993 with latest amendments hereof. Pump should be directly coupled with Motor and mounted on a common fabricated M.S Base frame.
Supply of 20 HP Electromagnetic Star-Delta mottor 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, as per IS: 60947.
Procurement of Materials for Renovation and Construction of Water Transmission Arrangement at Major RLI Scheme
315 mm dia. class-I UPVC Pipe (each Pipe of straight length 6 mtrs. with tolerance of +10mm) as per IS:4985/2000 with latest ammendments. One loose matching coupler to be supplied for each Pipe as per IS:10124/2009. with latest amendments. Required Solvent cement to be Supplied as per IS:14182/1994. (1 Ltr. Solvent Cement per 5 nos. joints)
200 mm dia. class-I UPVC Pipe (each Pipe of straight length 6 mtrs. with tolerance of +10mm) as per IS:4985/2000 with latest ammendments. One loose matching coupler to be supplied for each Pipe as per IS:10124/2009. with latest amendments. Required Solvent cement to be Supplied as per IS:14182/1994. (1 Ltr. Solvent Cement per 15 nos. joints)
140 mm dia. class-I UPVC Pipe (each Pipe of straight length 6 mtrs. with tolerance of +10mm) as per IS:4985/2000 with latest ammendments. One loose matching coupler to be supplied for each Pipe as per IS:10124/2009. with latest amendments. Required Solvent cement to be Supplied as per IS:14182/1994. (1 Ltr. Solvent Cement per 36 nos. joints)
140 mm dia. class-II UPVC Pipe (each Pipe of straight length 6 mtrs. with tolerance of +10mm) as per IS:4985/2000 with latest ammendments. One loose matching coupler to be supplied for each Pipe as per IS:10124/2009. with latest amendments. Required Solvent cement to be Supplied as per IS:14182/1994. (1 Ltr. Solvent Cement per 36 nos. joints)
140 mm nominal dia. P.V.C. Equal Tee of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
315 mm nominal dia. P.V.C. Flanged Tail Piece of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
200 mm nominal dia. P.V.C. Flanged Tail Piece of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
160 mm nominal dia. P.V.C. Flanged Tail Piece of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
200 X 140 mm dia. P.V.C. Straight Reducer of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
160 X 140 mm dia. P.V.C. Straight Reducer of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
140 mm. nominal dia. 900 P.V.C. Bend of Class-II (0.4 MPA) as per IS:10124/2009 with latest ammendments.
140 mm. nominal dia. P.V.C. End Cap of Class-III as per IS:10124/2009 with latest amendments.
315 mm. dia. P.V.C. Coupler of Class-II (0.4 MPA) as per IS:10124/2009 with latest amendments.
200 mm. dia. P.V.C. Coupler of Class-II (0.4 MPA) as per IS:10124/2009 with latest amendments.
140 mm. dia. P.V.C. Coupler of Class-II (0.4 MPA) as per IS:10124/2009 with latest amendments.
150 mm dia. P.V.C. Suction Hose pipe as per IS:15265 with latest ammendments. Each roll should be of 20 meters in length with tolerance of +10 mm and marked in every 3 meter length with the following information: date of manufacturing, Diameter and Brand name.
Solvent cement as per IS:14182/1994 with latest amendments
G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chambers for Primary and Secondary DC): Galvanization: The materials are to be hot dip galvanized as per IS:4736/1986 after complete of fabrication. Zinc conforming to at least grade Zn 98.5%. Surface shall be cleaned and prepared as per clause 4 & 5 of IS:2629.
150 mm. nominal dia. Sluice valve manufactured from Cast Iron as per IS:14846/200 with latest ammendments. Pressure designation: PN 1.6. Handwheel to be provided for individual valve. The valves shall be duly marked with standard ISI certification marks.
Foot valve (flange type) 150 mm C.I Foot valve Complete set Heavy duty (Flanged end & Swing type) suitable for 150 mm with latest amendments (weight -25 kg approx).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. IS 4038/1986 (TABLE -17)
150 mm nominal dia. Alfa-Alfa Valve (type-C) made of Cast Iron as per IS- 210/1239 with latest ammendments. Minimum weight of valve is 24 Kgs. 1 no. handwheel to be provided for 4 nos. Valves. All machined surfaces shall be painted with one coat of red oxide metal primer, two coats of black Japan conforming to Type B of IS:341.
150 mm nominal dia. 90º Galvanized M.S bend both end flanged (With priming arrangement), manufactured from corresponding ERW Pipe, Bend as per IS:1239 (part-II). The materials are to be hot dip galvanised as per IS:4736/1986. Zinc conforming to at least grade Zn 98.5%. Surface shall be cleaned and prepared as per clause 4 & 5 of IS:2629.
150 mm nominal dia. 90º Galvanized M.S bend both end flanged, manufactured from corresponding ERW Pipe, Bend as per IS:1239 (part-II). The materials are to be hot dip galvanised as per IS:4736/1986. Zinc conforming to at least grade Zn 98.5%. Surface shall be cleaned and prepared as per clause 4 & 5 of IS:2629.
150mm dia Hose Clamp with Nut Bolt. M.S. Hose Clamp: 150 mm Nominal Dia. M.S. Heavy Duty Hose Clamp 2.0 mm thick, 45 mm width fitted with 10 mm dia., 100 mm long M.S. Galvanized Nuts & Bolts full threaded with washer(2 sets TATA/G.K.W make) suitable for 150mm.(internal dia.) suction/deliver Hose. Parent material should conform to Grade B of IS: 2062/1999. One coat of Black Japan (Type-B)
Foundation Bolt (M.S )-I.S. 5624
i) For Distrubution Chamber Foundation Bolt for Distribution Chambers (Quadruped & Tripod sets) manufactured from 20 mm nominal .diameter M.S. Rod as per IS 2062/1992. Total length of the Bolt is 375+10 mm having welded head 80+10 mm in length & 20 mm in nominal .diameter with Nut & 2 nos Washer (As per Annex ure-E). The average weight of such Bolts to be 1.1 Kg per Bolt with tolerance in weight of each Bolt @ +10%
ii) For Electro motor Pump Sets Foundation bolt 5/8"x10" for Electromotor Pump set with Nut & 2 nos Washer The average weight of such Bolts to be 400 gm per Bolt with tolerance in weight of each Bolt @ +10%
MS Hexagonal head bolts and nuts conforming to IS 1363(PART-i)/1992 of product grade- C with larest amendments for bolts & IS -1363(Parts 3)/1992 ofproduct grade -C with latest amendment for nut, properties/ class for bolt 4.6 & nut -4.5. Finished Galvanised
i) M 20x80 mm. (536 nos)
ii) M 20x100 mm. (152 nos)
iii) M.16x65 mm (72 nos)
iv) M 16x80 mm (152 nos)
v) M 16x 50 mm (176 nos)
Foot Valve leather washer 150 mm dia(good quality).
Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) i)500mm.dia(Table-5)
Rubber Insertion 5mm thick with proper reinforcement 2 ply conforming to I.S. 638/79 with ISI mark with latest amendment
i) 300 mm dia( Table-11)
ii) 300 mm dia( Table-5)
iii) 200mm.dia( Table-11)
iv) 200mm.dia( Table-5)
v) 150mm.dia( Table -17)
vi) 150mm.dia( Table -5)
vii) 80 mm.dia(Table-17)
(I) 150 mm Dia. C.I Tail Piece, one ends flanged (23 mm flange thickness), drilled as per IS: 6392(Table-17) and other end grooved, overall length (175+/-15) mm with 7 nos. grooves. Material shall be Cast Iron conforming to Grade FG 200 of IS 210. One coat of Black Japan (Type-B) conforming to IS: 341/1973. Casting shall have <12.5 micron surface
Sal wood sleeper (4ft x 6 inch x 4 inch)
150 mm Non Return Valve (I) 150 mm C.I. Non-Return Valve, Flanged end & Swing type with side By-Pass arrangement as per IS: 5312(Part-I)/2004 with latest amendment, duly ISI marked.
Field Works for Renovation and Construction of Water Transmission Arrangement at Major RLI Scheme
Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides 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 perdirection of Engineer-in-Charge.
i) 315 mm Dia. PVC Pipe
ii) 200 mm Dia PVC Pipe
iii) 140 mm Dia PVC Pipe
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough 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 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. i) Pakur Variety.
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. i) Pakur Variety.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (a) 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 intersection, complete as per drawing and direction. (i) Tor steel/Mild Steel
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 and plinth.
12.5 cm thick 1st class brick in cement mortar (1:4) in ground floor including, scaffolding, racking out joints etc complete.
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) 15 mm thick plaster. (With 1:6 cement mortar)
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.NOTE:Cement 0.152 cu.m per100 sq.m
Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.)
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.w. pipes and ccessories (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. M.S./G.I./ ERW pipe.
ii) 150 mm dia. C.I. Sluice Valve.
Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site).
Labour charges for fitting, fixing150 mm. Dia. Alfa-Alfa valve with 160mm. dia. P.V.C. riser 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.
Labour charges for fitting, fixing (150 x 200) mm dia M S expander with 200 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc complete.(Rate inclusive of transportation from departmental store to work site.
Placing and positioning the Centrifugal pump motor set on the pump base/pump house floor, alligning 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 Engineer-in-Charge.
Supplying, fitting and fixing including transportation of sign board for identifying the exact location of RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 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 words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C
Supplying 1 m x 0.6 m x 24 swg MS board containing 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.
Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge. i) For Major R.L.I.
Extra Carriage @ 4% except Item No 4.01, 4.05, 4.06, 4.13 and 4.21
GST @18% on item no. 4.01 to 4.22
Labour welfare cess @ 1% on item no. 4.01 to 4.23
Construction of Pump House at Major RLI Scheme
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.(a) Pakur variety
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 variety
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. Tor steel/Mild steel ( Other than 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.
Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete. b) In superstructure ground floor
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.
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. b) 20 mm thick with 1:6 cement mortar.
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. c) 10 mm thick with 1:4 cement mortar.
25 mm. 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: - Water proofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(ii) 25 mm. thick
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 Kg./sq.mtr and above.
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials.
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete
A) UPVC Pipes:(i) 75 mm. Dia
B) UPVC Fittings:a) Plain Tee (i) 75 mm. Dia
c) Bend 87.5 degree (i) 75 mm. Dia
Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 mm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation of foundation.
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.
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)
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.
Carriage charge onevery item from Sl. no-5.01 to 5.23 excluding Sl. No-5.01, 5.04, 5.05, 5.16 & 5.20
GST @18% on item no. 5.01 to 5.24
Labour welfare cess @ 1% on item no. 5.01 to 5.25
Electrical connection to Motor & internal wiring of Pump House
Supply with Fitting & fixing of fabricated wooden pannel board of size 6 ft x 4 ft x1 inch with M.S. clamp on the wall of pump house/kiosk box in barge including jumming 2'-1" long 4 nos. angle made of 50mm x 50mm x 6mm M.S. angle welded with the pannel board for jamming in the wall by cement concrete (4:2:1). necessary arrangements will be made by the contractor at his own cost for fitting fixing the following electrical equipments/ meatrials in to the pannel board including 2 coats of painting of synthetic enemal paints of approved quality over one coat of primar including smoothening surface as per direction of Engineer In Charge.
Supplying, fitting & fixing of 32 Amps / 63 Amps / 100 Amps / 415V rewireable type porcelain body Fuse top & base complete set confirming to IS: 13947/ Part-4/Sec-I/1993 over wooden plank/ board on wall and making necessary connection with the electrical cables as per direction of E.I.C. i) 100 Amps.
Supplying and fixing Sheet steel Main Switches on flat iron frame on wall. a) 16 Amps Havells make.
Wiring in 1.1 KV grade single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc. i)2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) (from cut out to 16 Amp Main Switch)
Distn. wiring in 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to 240 V 5Amp 3 pin plug point incl. S&F 240 V 5A 3 pin flush type plug socket & piano key type switch (Anchor make) incl. S&F earth continuity wire, fixed on sheet metal (16 SWG) switch board with bakelite/ perspex (wall matching colour) top cover (3 mm thick) flushed in wall incl. mending good damages to originalfinish [PVC casing capping and Switch board both on surface] (i) Avg Run 7.5 meter.
Supply & Fixing angular batten holder (Anchor) on 75mm 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 / 100 watts GLS lamp complete set.
Fixing only of 100 A, 415 V sheet steel TPN main switch on Angle iron Frame on wall.
Fixing only of 63 A, 415 V sheet steel TPN main switch on Angle iron Frame on wall.
Fixing only of 100 A, 415 V sheet steel Busbar Chamber (4 bars) on Angle iron Frame on wall.
Fixing only 20 HP Motor controller comprising of Oil immersed / Air break starters on Angle iron frame on wall
Meter loop connection with 1.1 K.V. Gr. 3½ core / 4 core 10 Sqmm to 50 Sq mm. P.V.C./ XLPE insulated & sheathed and armoured Aluminium/Copper Cable from Meter to incomming TPN Main Switch / Terminal. (Brand: Gloster/Havells/Finolex)
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/Kiosk Box , including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socketetc. conforming to IEE regulation and as per direction of EIC. (Brand: Gloster/Havells/Finolex) [a] For Major RLI i)4Cx 25 sqmm Copper cable conforming to IS 694 [ Cut out to 100 A Main Switch and 100 A TPN Main switch to Bus-bar]
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/Kiosk Box , including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socketetc. conforming to IEE regulation and as per direction of EIC. (Brand: Gloster/Havells/Finolex) [a] For Major RLI i) 3C X 16 sqmm copper cable conforming to IS 694 [Busbar to 63 A, TPN Main switch and 63 A TPN Main switch to Motor Controller]
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/Kiosk Box , including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socketetc. conforming to IEE regulation and as per direction of EIC. [a] For Major RLI i) 2 X 3C X 10 sqmm copper cable conforming to IS 694 (Motor Controller to Motor)
Supplying & fixing of EI Danger board (20 cm. x 30 cm. )in four distinguishing position . As per IEE regulation.
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:By ISI-Medium G.I. Pipe.
Supplying and fixing earth bar of galvanized (hot dip) M.S. Flat 25 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 all the damages.By Solid 8 S.W.G. GI Wire.
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 all the damages.By Solid 8 S.W.G. GI Wire.
Extra rate add @ 7 % on 6.01 to 6.20 excluding item nos. 6.01, 6.02, 6.12, 6.13, 6.14, 6.15 & 6.20 (for South Dinajpur District)
GST @18% on item no. 6.01 to 6.21
Labour welfare cess @ 1% on item no. 6.01 to 6.22
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