Drinking Water Supply and Sanitation Government Departments Closing in 27 days TDR #58018282

Tender For Construction Of Switch Room Slope Roof (5.40 X 3.60 M) At Head Work Site And Pumpohouses(Sloped Roof) (3.60 X 3.0 M) At 2Nd & 3Rd T.Well Site With Water Supply And Sanitary Arrangement And Construction Of Interconnection Work At Head Work

Issued by Government Departments · Howrah, West Bengal
Tender Value
41.69 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
27 days left
EMD
83400
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Howrah → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Switch Room Slope Roof (5.40 X 3.60 M) At Head Work Site And Pumpohouses(Sloped Roof) (3.60 X 3.0 M) At 2Nd & 3Rd T.Well Site With Water Supply And Sanitary Arrangement And Construction Of Interconnection Work At Head Work Site Of Debandi Pwss Of Amta-I Block In Uluberia Sub-Division, Under Howrah Division P.H.E. Dte.

BOQ

Name of Work:- Construction of switch room SLOPE ROOF (5.40 x 3.60 m) at Head work site and pumpohouses(sloped roof) (3.60 x 3.0 m) at 2nd & 3rd T.well site with water supply and sanitary arrangement and construction of interconnection work at Head work site of Debandi PWSS of Amta-I Block in Uluberia Sub-Division, under Howrah Division P.H.E. Dte.
Sl. No. Item Description
1Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineerin- Charge prior to execution will be necessary). (Payment to be made on area cleared)
2Earth work execavation of foundation trnches in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removingspreading or stacking the spoils within a lead of 75mtr as directed and including rimming the sides of trenche bottom bailing out pumping out, water etc as required complete.a) Deapth of excavation not exceeding 1.5m, shoring not required.
3Earth work filling in foundation trenches or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc layer by layer complete. With earth obtained from excavation of foundation.
4(A) Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating 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)- By Fine Sand
5Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (including plinth protection)
6Ordinary 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
7Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
8(b) In superstructure, ground floor
925 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency]
10Artificial 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 (iii) 35 mm. thick
11125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
12Ordinary 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
13Reinforcement for reinforced concrete work in all sorts of structure including distribution bars stirrups, binders etc initial straighting and removal losse rust if necessary cutting requiste 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 directiona) for works infoundation basement and up to roof of ground floor/upto 4m. (i) Tor steel/Mild Steel.II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL
14Hire and labour charges for shuttering with centering and necessery staging upto 4m 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 stricking out after completion of works (upto roof of ground floor) a) 25mm to 30mm thick wooden shutering as per deceision & direction of engineer-in-charge
15Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(d) Sal : Local.
16Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. ii) 6mm thick coloured / tinted / smoke glass.
17Wooden sash bar 50mm. X 35mm. Upto 1200 mm length with coach screw and flat iron clamps (40mm. X 6mm.) fitted and fixed complete in any position.a) sal: local
18Panel (made of single plank) of door and window shutters to design as directed: In Ground Floor (Payment to be made on area of exposed new work). (In case of non-supply of single plank penal rate of reduction to a maximum of 30% will be made).(iii) 25mm thick panel of 30cm to 45cm width (c) Other Local Wood.
19Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.In Ground floor. Flash butt welded windows and ventilators. Without integrated grills. b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
20Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(i) 50mm. X 37mm. X 1.50mm.
21(vi) 100mm. X 50mm. X 1.25mm.
22Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)(a) 40mm X 6mm, 250mm Length
23Supply, fitting and fixing hinge cleat in position excluding the cost of hinge and other fittings b) with 75mm iron Butt-hinge iii) Local Sal.
24Iron socket bolt of approved quality fitted and fixed complete (b) 100mm long x 10mm dia bolt.
25(A) Iron door ring of approved quality fitted and fixed with nut and washer(i) 50mm dia.
26(ii) 75mm dia.
27i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. a) 200 mm long
28Plaster (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 (a) 25 mm thick plaster, in dado, skirting with out neat cementetc complete for inside wall
29(b) 20 mm thick plaster, in outside wall, parapet ctc complete
30(ii) With 1:4 cement mortar (c) 10 mm thick plaster, in celing etc complete
31Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
32(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. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
33Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand sand shade. Payment of mending two damages of wall & plaster and painting to be made separately.(b) R.C.C ventilator of 20 mm. thick(i) Upto 0.10 sq.m. area
34Glazed shutters of doors, windows, fan light, clerestory windows etc. as per design (with ordinary glass of 7.4kg./sq.m. 3mm. Thick) fitted with putty bed and teak wood bead and nails including fitting and fixing shutter in position but excluding the cost of hinges and other fittings. cost of glass, putty, wooded beads etc.will be paid separately.(iii) 25mm thick shutters.(c) Other Local Wood.
35Supplying, fitting and fixing C.I. round grating.(i) 100 mm
36Number plaque of building (plaque size up to 225 mm x 225 mm) made of sand cement plaster (1 : 2) on face of wall or plinth with 50 mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and the number complete as per direction. (Cement - 1 kg/No.) [PHED-1/2/3....]
37(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including Smoothening surfaces by sand papering etc.
38(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including moothening surfaces by sand papering etc.
39(A) 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 :a)On timber or plaster surface, With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
40b) On steel or other metal surface, With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
41Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat i) Water based interior grade Acrylic Primer
42Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.Two Coats
43Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground floor:(iii) Two coats.
44Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
45Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm
46Construction of septic tank of different capacities as per approveddrawing with 1st class brick work in cement mortar (1:4)including two 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3)top slab with necessary fittings, 20mm thick cement plaster (4 : 1)with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1)to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C (1:1.5:3)bottom slab including supplying, fitting and fixing all necessary specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and refilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i)Finished level of Septic Tank should be 400 mm. from Ground Level. (ii)Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.i) For 10 users A) With Pakur variety. (JSW/ JSPL/ SHYAM/ SRMB/ BMASL/ ELECROSTEEL/ SSL
47Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. II. JSW/ JSPL/ SHYAM/ SRMB/ BMASL/ ELECROSTEEL/ SSL
48Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety (Other than SAIL/TATA/RINL).
49Supplying, fitting & fixing UPVC pipes AType 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: ii) 75 mm. Dia.
50A) UPVC Pipes: ii) 110 mm. Dia.
51B) UPVC Fittings: a) Plain Tee ii) 110 mm. Dia.
52(i) 75 mm. Dia.
53Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(A) FloorWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative
54(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative
55Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete.
56PVC Door Shutter-30 mm thick:Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S. galvanised tubular 'L' shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm x30mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mmx25 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials,labour, and hire of tools and plants and
57Supplying, fitting and fixing Fan Hook for ceiling with 1 metre long 16mm. dia rod complete including mending damages. Payment for damage and repair to be made separately.
58Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc. N.B. For W.C. with trap without vent the rate will be reduced by Rs.25.00 a) With 'P' trap (with vent)
59Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete, C.I. brackets including two coats of painting to bracket etc
60Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.ii) 470 mm X 280 mm X 340 mm
61Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.ii) 600 mm long
62Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.iii) 900 mm long
63Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(vii) 25 mm dia
64(ix) 15 mm dia
65Supplying, fitting and fixing bib cock or stop cock.e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm
66Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer (a) 500 litre capacity
67Labour for punching hole in plastic water storage tank upto 50 mm dia.
68Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity.(a) Upto 1st story from G.L.
69Supplying, fitting and fixing PVC pipes of approved make of (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (a) For Exposed Work, PVC Pipes (Dia) (i)15 mm
70(ii) 25 mm
71Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.(ii) 550 mm X 400 mm size
72Supply of long screw (150 mm long) of TATA make with sockets (TATA 15 mm
7325 mm
74Supplying, fitting and fixing Godrej Multi Lock or equivallent .
75Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m In ground floor including roof.(a) upto 150 mm. thick
76Ordinary 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. (Avg.distance 55 km.)a) Pakur Variety. For Road restoration & Fixing spout
77Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (including plinth protection)
78Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand .(payment to be made on measurement of finished quality.
79Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
80Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers notexceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (ii) With carried earth arranged by the contractor within a radius exceeding 3 km. But not exceeding 5 km. including the cost of carried earth.
81Carrying Cl/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire itemii) No payment will be made without hydraulic test of the pipe line either part or fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.150mm dia
82200mm dia.
83250mm dia.
84Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.150 mm dia to 200 mm dia pipe
85250 mm dia to 350 mm dia pipe
86Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.150mm dia
87200mm dia.
88250mm dia.
89Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)150mm dia
90200mm dia.
91250mm dia.
92Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).150mm dia
93200mm dia.
94250mm dia.
95MECHANICAL JOINTMaking Mechanical joints C.I. Specials of the following nominal diameter, including fitting, fixing and fasting follower gland, rubber insertion, bolts & nuts as per direction of the EIC. (Mechanical joint complete set will be supplied departmentally free of cost.) 150 mm.dia.
96200 mm.dia.
97250 mm.dia.
98Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).A) For Cl/DI pipe 150mm dia.
99200mm dia.
100250mm dia.
101Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/Itrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).A) For Cl/DI pipe150mm dia.
102200mm dia.
103250mm dia.
104Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] 80 mm to 150 mm dia pipe
105200 mm dia pipe
106250 mm to 350 mm dia pipe
107Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list 150mm dia
108Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC Above 20 Km upto 30 Km
109Total CIDF Special
110Supply of CIDF Sluice valve (PN-1.6) with cap [IS 14846/2000] 200 mm dia
111250 mm dia
112Supply of C.I Coller (M.J) [IS:13382/2004] 150 mm dia
113200 mm dia
114250 mm dia
115Supply of C.I Flange socket T.P (M.J)as per [IS:13382/2004] with latest amendment 150 mm dia
116200 mm dia
117250 mm dia
118Supply of C.I Flange spigot T.P (M.J)as per [IS:13382/2004] with latest amendment 150 mm dia
119200 mm dia
120250 mm dia
121Supply of C.I Flange Mechanical Adoptor Flexible[IS:13382/2004] with latest amendment 150 mm dia
122200 mm dia
123250 mm dia
124Supply of C.I All Socket Tee (Mechanical Joint) [IS:13382/2004 with latest amendment 150 x 150 x 150 mm dia
125200 x 200 x 150 mm dia
126250 x 250 x 200 mm dia.
127Supply of C.I Mechanical Joint Reducer as per [IS : 13382/2004] with latest amendment 200 x 150 mm dia
128250 x 150 mm dia
129250 x 200 mm dia
130Supply of C.I D.S Bend Mechanical joint[IS:13382/2004] 150 mm 90°
131150 mm 450
132150 mm 22.50
133150 mm 11.250
134200 mm 900
135200 mm 450
136200 mm 22.50
137200 mm 11.250
138250 mm 900
139250 mm 450
140250 mm 22.50
141250 mm 900
142ADD GST @ 18%
143ADD CESS @1% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58018282
AUTHORITY Government Departments
TENDER VALUE 41.69 Lakhs
LAST DATE 13-11-2026
Authority
Authority Name Public Health Engineering Department
Work Description Tender for Construction Of Switch Room Slope Roof (5.40 X 3.60 M) At Head Work Site And Pumpohouses(Sloped Roof) (3.60 X 3.0 M) At 2Nd & 3Rd T.Well Site With Water Supply And Sanitary Arrangement And Construction Of Interconnection Work At Head Work Site Of Debandi Pwss Of Amta-I Block In Uluberia Sub-Division, Under Howrah Division P.H.E. Dte.
Basic Detail
Tender No WBPHED/EE/HD/NIeT-15 OF 2026-27
Bidding Type Tender
Location
City Howrah
State West Bengal
Key Dates
Publish Date 13 Oct 2026
Submission Date 13 Nov 2026
Open Date 17 Nov 2026
Finance
Tender Value 41.69 Lakhs
Tender Fee Ref. Documents
EMD 83400
Exemption Not Available
Document List
03c15d27-2153-499a-8c53-ffa13c0672e1.html
BOQ_5181534.xls
ImportantDocuments.pdf
LDSRisingmainSpecification.pdf
SpecificationConstBuilding.pdf
Tendernotice_1.pdf
WBF2911.pdf

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Tender Timeline

Oct 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 27 days
Nov 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 31 days

Tender Documents

Download All (ZIP) ↓
html

03c15d27-2153-499a-8c53-ffa13c0672e1.html

xls

BOQ_5181534.xls

pdf

ImportantDocuments.pdf

pdf

LDSRisingmainSpecification.pdf

pdf

SpecificationConstBuilding.pdf

pdf

Tendernotice_1.pdf

pdf

WBF2911.pdf

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