Public Administrative Department Local Bodies Closing in 19 days TDR #57756969

Tender For Construction Of Infrastructure For Installation Of Bailing Machine At 5 (Five) Identified Locations For Solid Waste Management Within Kalimpong Municipality.

Issued by Local Bodies · Kalimpong, West Bengal
Tender Value
71.27 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
19 days left
EMD
1.42 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Infrastructure For Installation Of Bailing Machine At 5 (Five) Identified Locations For Solid Waste Management Within Kalimpong Municipality.

BOQ

Name of Work:- Construction of Infrastructure for Installation of Bailing Machine at 5 (Five) identified locations for Solid Waste Management within Kalimpong Municipality.
Sl. No. Item Description
1CIVIL WORKS
2Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance.
3Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. (b) above 150 mm. thick
4Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof.
5Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (Basement & Ground Floor)
6Earthwork in excavation in 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 including trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete.a) Depth of excavation not exceeding 1500mm .
7Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.( Payment to be made on the basis of measurement of finished quantity of work )a) With earth obtained from excavation of foundation.
8Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
9(A) 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) b) do by fine sand
10Supplying and laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.without rolling but including ramming
11Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
12Ordinary 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.(b) River bazree In Ground Floor
13Brick work with 1st class bricks in cement mortar (6:1)a) In foundation and plinth.
14Ordinary 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 VarietyRate Analysis EnclosedIn Ground Floor
15Reinforcements for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 16G black annealed wire at every inter-section, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
16Hire 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). (When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 12(e) for every 4 m. or part thereof.)(f) 25 mm to 30 mm shuttering without staging in foundation
17Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary . In ground floorb) Out side Wall, 15 mm thick (1:4) cement plaster In Groound Floor
18Neat cement punning about 1.5mm thick in wall, dado, window, sills, floor, drain etc.
19M.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 in finished 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. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. ii) For other Structural works like galleries etc
20Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.(i) 16 mm dia bolt (b) 450 mm long
21Supplying, fitting, fixing bolts with nuts, washer:(i) 10 to 16 mm dia: (c) Length above 150mm.
22Supplying, 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 yieldstrength 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
23Supplying, fitting and fixing glass reinforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS: 12866 - 1989 in roof fitted and fixed with 10 mm dia \\"J\\" or \\"L\\" hook, bolts and nuts, limpet and bitumen washers and putty with 150mm end lap and one corrugation minimum side lap complete. b) 2.0mm +/- 0.2 mm thick sheet.(3.25Kg/Sq.m)i) Natural white or tinted blue colour
24Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete. (Minimum 225mm end lapping).(A) 300 mm lapping each way (a) With 0.71 mm sheet
25Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63mm. sheets.(300mm End lapping)(b) 300 mm. wide gutter
26Supplying, fitting & fixing MS clamp for fixing door and window frame made of flat bent bar, end bifurcated, fixed in cement concrete with stone chips (4:2:1)a fitted and fixed omplete as per direction.40mm x 6mm x 125 mm length.(Cost of cement concrete will be paid separately)
27i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.(c) 300mm long.
28Anodised aliminium D-type handle of approved quality manufactured fromextruded section conforming to I.S. specification (I.S. 230/72) fitted and fixedcomplete:(b) With round base:(iv) 150 mm grip x 10 mm dia rod.
29Applying 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 In Ground Floor
30Protective 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. a) Normal Acrylic Emulsion Ground Floor
31(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.
32Painting 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 : With super gloss (hi-gloss)-With any shade except white. b) On Steel surface Two Coats
33Supplying, fitting and fixing UPVC down pipes A type and fittings conforming to IS 13592-1992 with necessary clamps nails including making holes in walls, etc. and cutting trenches in any soil, through masonry concrete structure etc. if necessary and mending good damages including jointing with jointing materials ( Spun yarn, valamoid / bitumen / M. seal etc.) complete.i) UPVC Pipe 110 mm dia
34Artificial 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 orners 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
35Constructing 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 makesupplied, 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. (SAIL/TATA/RINL)
36Construction 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 ISO 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 concrete......( JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL)
37RETAINING WALL
38Earth 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.(a) Depth of excavation not exceeding 1,500 mm.
39Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) with earth obtained from excavation of foundation
40Supplying and Laying 150mm (approximate finished thickness) boulder soling including rough dressing, breaking, necessary hand packing and ramming down small stone pieces in the interstices including preparing the bed to proper level and ulti- mate filling of voids with moorum or sand or kiln rubbish including cost of all materials.
41Ordinary 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) River Bazree
42Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes.ii) River bazree.
43Reinforcement 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 inter-section, complete as per drawing and direction.
44Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required.
45Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
46Jhora and Road Side Drain
47Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth(iv) Without pumping out water and shoring
48Supplying and laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces and preparing the bed to proper level and filling up all joints with sandy clay or earth.
49Ordinary 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.b) N.B Variety
50Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required.
51Plaster (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]ii) With 1:4 cement mortar(b) 15 mm thick plaster
52Neat cement punning about 1.5mm thick in wall,dado,windowsill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
53Electrical Works
54Supplying & fixing sheet metal (16 SWG) Iron Clad Busbar chambers on angle iron frame on wall, incl. earthing attachment and painting as required – (As per Drawing no. 470 of PWD Specification Book – May 1991 Dimension of Al. Bars [85mm long] - 4 x 20x5mm Dimension of Sheet Metal Box - 500x150mm (4 bars, 415 V, 63 A)
55Supplying and Drawing 1.1 KV single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire(Brand approved by EIC) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necy. connection as required (2 x 22/0.3 (1.5 sqmm)
56S & fixing LED batten Tube Light fittings complete ( Philip’s make . Model – TMC-501P-1xT-22 watt P3241 ) fitted on wall as per direction of E.I.C. Rate: Rs.451.00 + 86.00 = Rs.537.00
57S & F 240 V MCB of breaking capacity 10KA & characteristics on din rail and necy. connection 6- 32 A .D.P.M.C.B. as per G.S
58Supplying and Drawing 1.1 KV single core stranded 'FR'PVC insulated & unsheathed single core stranded copper wire(Brand approved by EIC) of the following sizes in the prelaidpolythene pipe and by the prelaid GI fish wire and makingnecy. connection as required 1)y)2x84/0.3 (6 sqmm) + 1x56/0.3 (4 sqmm) as ECC
59Supplying and Drawing 1.1 KV single core stranded 'FR'PVC insulated & unsheathed single core stranded copper wire(Brand approved by EIC) of the following sizes in the prelaidpolythene pipe and by the prelaid GI fish wire and makingnecy. connection as required 1)s)2x36/0.3 (2.5 sqmm) + 1x22/0.3 (1.5 sqmm) as ECC
60Connecting the equipments to earth busbar including S&F GI (HotDip)wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages Solid GI wire No. 6 SWG
61Supplying and fixing PVC Rigid Conduit 'FR' [Precision Make]on wall, ceiling with saddles and other accessories as requiredand mending good damages to building works 20mm size
62Supplying and fixing 415V,32A TPN SFU with sheetsteel enclosure on flat iron/angle iron frame on wallwith nuts bolts etc incl. S & F 3 nos. DIN type HRCfuse as per rating Angle iron frame Make-L&T
63Supplying and fixing double door (2+4) way SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. Enclosure (SCHM4) (ABB make )
64Supplying of 1.1 KV. Grade PVC insulated Conductorof following cables (make: Polycab/ Gloster/Havells/):10 sqmm 4 core
65Supply and delivery of 230V,50Hz Heavy duty Metal 9\\"exhuast fan
66Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter:a)23 cm (9\\")
67Soil Excavation 1) Excavationof soil for installation of Earth Electrode and filling& ramming b)(b)For Morrum Soil
68Earthing 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 diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel as below:By TATA-Medium GI pipe
69Wiring 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 1)a) 2 x 22/0.3 (1.5 sqmm)
70Supply & Fixing 240 V, 6 A Piano key type switch (Brand approved by EIC) on sheet metal switch board incl. S & F 100x100x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required.
71Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes.i)10 sq mm
72Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes. i)10 sq mm i)2.5 sq mm
73GST @' 18%
74Cess @' 1% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57756969
AUTHORITY Local Bodies
TENDER VALUE 71.27 Lakhs
LAST DATE 28-10-2026
Authority
Authority Name Municipal Affairs Department
Work Description Tender for Construction Of Infrastructure For Installation Of Bailing Machine At 5 (Five) Identified Locations For Solid Waste Management Within Kalimpong Municipality.
Basic Detail
Tender No 07 of EE/SLG/2026-27 Dated 28/09/2026.
Bidding Type Tender
Location
City Kalimpong
State West Bengal
Key Dates
Publish Date 29 Sep 2026
Submission Date 28 Oct 2026
Open Date 30 Oct 2026
Finance
Tender Value 71.27 Lakhs
Tender Fee Ref. Documents
EMD 1.42 Lakhs
Exemption Not Available
Document List
aaa21832-8fb4-4f23-ad1f-da4ee184a100.html
BOQ_5168729.xls
Tendernotice_1 (44).pdf
Tendernotice_2 (4).pdf
Tendernotice_3 (2).pdf

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Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Oct 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

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html

aaa21832-8fb4-4f23-ad1f-da4ee184a100.html

xls

BOQ_5168729.xls

pdf

Tendernotice_1 (44).pdf

pdf

Tendernotice_2 (4).pdf

pdf

Tendernotice_3 (2).pdf

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