Agriculture Government Departments Closing in 3 days TDR #56332363

Tender For Construction Work For Cleaning Grading And Processing Of Cashew Nut Unit Shed 150.49 Square Meter.

Issued by Government Departments · Ratnagiri, Maharashtra
Tender Value
23.98 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
3 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ratnagiri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Work For Cleaning Grading And Processing Of Cashew Nut Unit Shed 150.49 Square Meter.

BOQ

Name of Work:- CONSTRUCTION WORK FOR Cleaning Grading and Processing of Cashew nut Unit Shed 150.49 Square Meter.
Sl. No. Item Description
1CONSTRUCTION WORK FOR Cleaning Grading and Processing of Cashew nut Unit Shed 150.49 Square Meter.
2Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete( Lift up to 1.50m) By Manual means
3Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete( Lift up to 1.50m) By Manual means
4Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granitel quartzitel gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.
5Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
6Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
7Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
8Providing and casting in situ cement concrete M-20 of trap/Granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy as per detailed designs and drawings including centering, formwork, cover blocks compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).With fully automatic micro processor based PLC without SCADA enabled reversible drum type concrete mixer With natural sand
9Providing and laying in situ cement concrete M-20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen etc
10Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, linteis pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bass, binding with wires or tack welding and supporting as required complete
11Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.
12Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc
13Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm, to 20cm, including watering and compaction etc. complete
14Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. Complete
15Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
16Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
17Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete
18Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to oldplastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
19Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality andshade etc. complet
20Providing and fixing colour coated Zincalume (R) AZ150 ( min 150 gms/sq.mt. Total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT) (0.5 mm TCT), Hi-strength steel with min.550 Mpa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) váth COLORBOND (R) steel quality with thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 coat on back surface. Profile sheet shall have nom. 950-1050 mm width and nominal 25-30 mm deepribs with subtle square fluting in shall be designed for anti-capillary groove. & return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. Fastened with min.25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. Complete
21Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angie section fitted with Sliding bolts and handles for both sides, deep M. S. channel section of respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft
22Providing and fixing M.S.Grill for windows-steel frame of angle 40x40x5 mm size for windows with 16mm dia.mild steel bars horizontally at 10cmc /c for ventilator portion and 15cmc /c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including welding finishing painting etc. complete.
23Providing and fixing in position.(as perI.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having over all dimension 63.50 x38.10 x1.02 mm at weight 0.547 Kilogram /One Running Metre. and window frame bottom track section 61.85 x31.75 x1.20 mm at weight 0.695 Kilogram / One Running Metre. Top and side track section 61.85x31.75x1.30 mm at weight 0.659 Kilogram /One Running Metre. The shutter should be of bearing bottom 40x18x1.25 mm at weight 0.417 Kilogram /One Running Metre. Inter locking section 40x18x1.10 mm at weight 0.469 Kilogram /One Running Metre. And handle section 40x18x1.25 mm at weight0.417 Kilogram/One Running Metre. and top section40x18x1.25 mm at weight 0.417 Kilogram /Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass with all required screws and nuts etc,complete.With powder coating without box
24Subwork: ELECTRIFICATION Work
25Supplying & erecting mains with 2x1.5 sq.mm. and earth wire 1.5 sq.mm FRLSH PVC copper wire, in HMS PVC conduit min. 20mm dia.
26Supplying & erecting mains with 2x2.5 sq.mm. and earth wire 1.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia.
27Supplying & erecting mains with 2x4 sq.mm. and earth wire 2.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia,
28Supplying and erecting Ceiling rose / Batten holder / Slanting holder / hanging cord switch / hanging bell push/ pendent holder bakelite base 6A. erected on filled polypropylene board or polished double wooden block/ PVC junction box
29Supplying and erecting hylam sheet/ ebonite sheet 3 mm thick for covering wall entries including cutting, drilling and fixing with nut bolts / screws etc. complete
30Supplying and erecting triple pole and neutral distribution board (TPNDB) surface/ flush mounted suitable for SPMCB of 12 ways on iron / GI frame (horizontal busbar type)
31Supplying, erecting & marking FPMCB 63A in provided distribution board.
32Supplying, erecting & marking DPMCB 6 A to 32 A B-series (for lighting) in provided distribution board.
33Supplying & erecting conventional spike Providing earthing with galvanized iron earth plate size 60 x 60 x0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results
34Supplying, erecting & terminating XLPE armoured cable 4 core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe.
35Supplying and laying (including excavation of suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete
36Supplying & erecting Siemens type brass cable glands for 4 core 35 sq. mm./3 core 50 sq. mm. for XLPE armoured cable.
37Supplying & erecting crimping type copper lugs for cable 25 sq. mm. complete.
38Supplying and erecting single pole and neutral distribution board (SPNDB) surface/flush mounted with 2 ways for incoming and 2 ways for outgoing SPMCBs on iron/ GI frame
39Supplying and erecting LED Street light fitting suitable for above 40W to 48W lamp, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete
40Supplying and erecting Street light bracket made from 40 mm. dia ‘B’ class G.I. Pipe, 0.6m. in length along with pole cap of 300 mm length and 80 mm dia duly welded with provided leads
41Providing and fixing lioghtening conductor system comprising of erecting Air-Termination consisting of tubular copper rod of 25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long ( Heavy Duty) welded or clamped to G.I. pipe pole B grade 50 mm diaof requiired length with M.S. round bnase plate 25 Cm diam and 10mm thick at bottom embeded in cement concrete 1:3:6 dfoundation of size 45 cm diam x 45 cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3 cms with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pits 1.5 metre below ground level with 40 kg charcoal and salt with altemate layers of charcoal and salt and G.I.pipe 40mm dia 2 meter length burried in earthe upto earthling plate remining portion above ground level for watering and refilling comcpete Note- Copper strip fropm lightening conductor is not considered in this item.
42Providing and fixing copper strip 25mm wide and 3mm thick for lightening conductor including fixing with screws required scaffolding etc.complete Note- Lightening conductor and earthinf pits is not considered in this item
43Royality
44Rubble and Murum
45LAB Testing
46Cement Fineness, Standard consistency,Setting Time (Initial and Final),Compressive Strength, Soundness.
47Concrete M-20 grade i) mix design with all test on basic material
48Concrete M-20 grade ii )Concrete Cube Compressive (Strength set of 3 cubes)
49Crushed Metal for concrete i water absorption specific gravity impact value crushing value
50Brick Crushing Value water absorption specific gravity
51TMT STEEL BAR : Tensile Strength ,Yield stress,Ultimate Tensile Stress %elongation weight per running meter, Bend Rebend Test (set of 3 Bars)
52Sand:Fineness Modulus,Silt and Clay Content
53Murum in Plinth i)Plasticity Index
54ii)Field Density of Compacted Layer
55ESHS Plan Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56332363
AUTHORITY Government Departments
TENDER VALUE 23.98 Lakhs
LAST DATE 16-07-2026
Authority
Authority Name Department Of Agriculture
Work Description Tender for Construction Work For Cleaning Grading And Processing Of Cashew Nut Unit Shed 150.49 Square Meter.
Basic Detail
Tender No SMART/RTN/MS/RJRTN/WORK/1/2026
Bidding Type Tender
Location
City Ratnagiri
State Maharashtra
Key Dates
Publish Date 07 Jul 2026
Submission Date 16 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 23.98 Lakhs
Tender Fee 500
EMD Ref. Documents
Exemption Not Available
Document List
32652469-4874-4484-9b46-e4b07f6de2e5.html
BOQ_2254938.xls
RajratnaMahilaFarmerProdu_1.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

32652469-4874-4484-9b46-e4b07f6de2e5.html

xls

BOQ_2254938.xls

pdf

RajratnaMahilaFarmerProdu_1.pdf

pdf

Tendernotice_1.pdf

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