Law and Justice Local Bodies Closing in 7 days TDR #56242043

Tender For Construction Of Ticket Counter, Boundary Wall And Sub-Miscible Pump For Newly Constructed Bus-Terminal At Nagar Under Khargram Block, Murshidabad

Issued by Local Bodies · Murshidabad, West Bengal
Tender Value
12.76 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
7 days left
EMD
25533
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Ticket Counter, Boundary Wall And Sub-Miscible Pump For Newly Constructed Bus-Terminal At Nagar Under Khargram Block, Murshidabad

BOQ

Name of Work:- Construction of Ticket Counter, Boundary Wall and Sub-miscible Pump for newly constructed Bus-Terminal at Nagar under Khargram Block, Murshidabad
Sl. No. Item Description
1Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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. Depth of excavation not exceeding 1,500 mm.
2Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
3Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
4Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.
5Cement concrete with graded stone Balast (40 mm size excluding shuttering) In ground floor, 1:3:6 proportion , Pakur variety.
6Hire and labour charges for shuttering with centreing 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, 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 shuttering without staging in foundation
725 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
8Ordinary 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. Nalhati varity.
9Reinforcement 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. SHYAM/ SRMB/ JSW/ BMASL/ SSL/ JSPL/ ELECTROSTEEL.
10Brick work with 1st class bricks in cement mortar (1:6),
11125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
1275mm. Thick brick work with 1st class bricks set in cement,sand mortar (1:3) in ground floor including H.B. netting in every alternate layers.
1325 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).
14Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS1038-1975 and manufactured from rolled steel sections conforming to IS7452-1974 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 chips20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. (c ) Extra over item for, (iii) Centre hung ventilators as per I.S. sizes 580 mm.
15M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars.
16Supplying best Indian sheet glass panes set inputty and fitted and fixed with nails and putty complete. 4 mm thick
17Steel peg stay 300 mm long including fitting and fixing.
18M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
19Plaster (towall, floor, ceilingetc.) 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). With 1:4 cement mortar, 15 mm thick.
20Band moulding (horizontal or vertical) rectangular section, made with cement plaster (1:4) complete. (ii) Projection 40 mm. (a) Depth or width (75 mm to 100 mm) (Cement 2.0 Kg/Mtr.)
21Band moulding (horizontal or vertical) of rectangular section made with 15 mm thick cement plaster (1:4) on brick projection or concrete projection (excluding the cost of such brick or concrete projection). In ground floor. (i) Projection upto 75 mm. (a) Depth or width (75 mm to 150 mm) (Cement 2.46Kg/Mtr.)
22MakingV-groove line ( 6mm.wide, 6mm. deep) inplastered surface.
23Artificial 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) 35 mm. thick.
24Supplying, fitting and fixing Black Stone slab used in Kitchen slab, alcove, wardrobe etc. laidand jointed with necessary adhesive Cement mortar(1:2) including grinding or polishing as per direction of Engineer-in -Charge in Ground Floor. Slab Thickness above 25 mm and upto 37.5 mm
25M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. For other Structural works like galleries etc.
26Add Extra for work in grill gate. (I) For hanging and locking arrangements including supply of materials and labour complete.
27Add Extra for work in grill gate. (ii) For supplying fitting and fixing bottom rollers including all labour complete.
28Supplying, fitting, fixing in position rails on any surface.
29Supplying 1.5mm thick M.S. sheet fittedand fixed on one or both faces of M.S./W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
30Holdingdownboltwithnutincluding100x100x6mmplatewasher at bottom fitted complete and packing the hole with cement concreteor cement grout as directed, 16 mm dia bolt, 450 mm long.
31M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code infinished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. a) Span up to 12.00 Mtr.
32Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet
33Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete. (Minimum 225mm end lapping). 300 mm lapping each way, With 0.91 mm sheet
34Supplying, fitting, fixing,Chain link fencingof approvedquality with R.C.C posts wooden posts or iron posts by means of galvanised\\"C\\" clips togridof horizontal strands of galvanisedhigh tensile spring steel wire of 12 S.W.Gwhich have to be tensionedand fixed to thevertical postsbymeansof galvanised special clips, bolts and nuts etc. 75 mm. x 75 mm. x 8 g.
35Applying 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: (b) Two Coats
36Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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 In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion
37Applying 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) Two Coats. Water based interior grade Acrylic Primer
38Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty, Two coats, Luxury Quality
39Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
40Painting 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 : (b) On steel or other metal surface : With super gloss (hi-gloss)(ii) Two coats (white in shade)
41Supply of PVC pipes & fittings Schedule 80 (mediumduty) conforming to ASTMD-1785 and threaded to match with GI Pipes as per IS:1239 (Part - I)., 100 dia pipe.
4250 mm dia pipe.
43Supply of CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . (i) CPVC Pipes Class-1,SDR-11
44Supplying PVC strainer of approved make with adapter conforming to I.S. 12818 specifications. 50 mm dia.
45Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including backet washing and other incidental works in the connection. The tube well should have a minimum 50mm gap in between the outside of the tubewell pipe and the bore. For depth upto 100 metre for 50 mm dia. tube well wuth top enlargement of 100 mm dia., 100 mm dia pipe.
4650 mm dia pipe.
47Supplying, fitting and fixing heavy type bell mouth reducing socket. (ii) 50 mm X 100 mm
48Supplying, fitting and fixing G.I. cap at top, (ii) 100 mm
49Supplying, fitting and fixing M.S socket ring, 100 mm dia.
50Supplying, fittingand fixing steel cutter piece upto 450 mm long with sockets. (iii) 50 mm dia.
51Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. 50 mm dia.
52Paking the annular space between the out side of the tube well pipes & strainers and the bore with pia size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in-charge including cost of all materials labour and equipment complete.
53Supplying and delivery at site 2.0HP Submersible Pump Set incl. Control Panel (Model: CGPCPW20DQ-M) 3 core 2.5 Sq.mm flat copper cable (3M length) having following specification.Make: CROMPTON GREAVES. /EQ.Model: V4W2010A1P with Control Panel/EQ.
54Installation of pump motor including column pipe making all inter connection complete as per direction including the cost for hire charges of tools and plants, scaffolding labour etc. all complete.
55Supplying and delivery 1.1 KV grade 3 core 2.5 Sq. mm flat Copper Submersible Cable (apprd. Make). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56242043
AUTHORITY Local Bodies
TENDER VALUE 12.76 Lakhs
LAST DATE 14-07-2026
Authority
Authority Name District Magistrate
Work Description Tender for Construction Of Ticket Counter, Boundary Wall And Sub-Miscible Pump For Newly Constructed Bus-Terminal At Nagar Under Khargram Block, Murshidabad
Basic Detail
Tender No NIeT No. 03/2026-2027/PLANNING(sl no-2)(2nd call)
Bidding Type Tender
Location
City Murshidabad
State West Bengal
Key Dates
Publish Date 30 Jun 2026
Submission Date 14 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 12.76 Lakhs
Tender Fee Ref. Documents
EMD 25533
Exemption Available
Document List
BOQ_5085385.xls
d9303422-dc53-4516-bc38-63a17f8ceb86.html
Tendernotice_1 (14).pdf
WBF2911ii.pdf

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Tender Timeline

Jun 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_5085385.xls

html

d9303422-dc53-4516-bc38-63a17f8ceb86.html

pdf

Tendernotice_1 (14).pdf

pdf

WBF2911ii.pdf

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