Loading
Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹54.0 L
EMD Value
₹1.1 L
Closing Date
15 Oct 2026, 3:00 pm3d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
NITESH KUMAR
EXECUTIVE OFFICER, BARUN
NAGAR PANCHAYAT BARUN
NITESH KUMAR
EXECUTIVE OFFICER, BARUN
Construction of compost pit windrows for the processing of 05 TPD of wet waste.
141481
NIT- 02/2026-27/02.
Open Tender
GENERAL
Jamui
• Name of The Firm/Company/Bidder
• Address & Contact Details
• Permanent Account Number (PAN)
• GST Registration No.
• Incorporation status of the firm (public limited / private limited etc.)
• Contact details
• Email Id
• EMD Details
GENERAL
PERCENTAGE
L1
1
10 documents required · 10 mandatory
₹10,000
Processing Fee: 1180
₹1.1 L
At BARUN NAGAR PANCHAYAT
7 Oct 2026
7 Oct 2026
16 Oct 2026
8 Oct 2026
15 Oct 2026
8 Oct 2026
9 Oct 2026
Wet Waste Receiving Platform (10M X 7 M)
Dry Waste Receiving Platform (9M X 8 M)
Windrow Platform (8M X 3M, 10 Nos.)
Wet Waste Processing Machines
Total of A
Fencing (296m)
Storm water and Leachate drain (Length 113 M)
Road (Length 50 M)
Leachate collection tank (15 KL)
Total of B
Total Cost (A+B)
Add 5.36% of Total cost ( For GST Except machine)
Add 1.0% for contingency
Grand Total
JE AE EE
Wet Waste Processing Machines
As per GEM Portal (lumpsum)
As Per CPHEEO
As per GEM Portal (lumpsum)
Total Machinery Cost
JE AE EE
BILL OF QUANTITY ( 5TPD WINDROW) BARUN
Amount of BOQ :-Rs.
Cost of BOQ
Bid Procesing Fee (to be paid though online mode)
NIT Information Issued
Last DATE/Time of BOQ Downloading
Prebid Meeting Time, Place/Date
Place : Office of EO
Last Date/Time of Tender Upload By contractor
Opening Date/Time of Fincial Bid
Last Date/Time and Place for Submission of Earnest Money With all Original Affidavit, Original BOQ &Bank Draft For Cost of BOQ.
BOQ of CIVIL WORKS
Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.
All kinds of soil
Moorum/Hard copra
Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)
Thermo-Mechanically Treated bars. (Fe 500 D or more)
All kinds of soil
Moorum/Hard copra
Thermo-Mechanically Treated bars. (Fe 500 D or more)
All kinds of soil
Moorum/Hard copra
Thermo-Mechanically Treated bars. (Fe 500 D or more)
All kinds of soil
Moorum/Hard copra
Thermo-Mechanically Treated bars. (Fe 500 D or more)
15 Kilo Litres
Item No. 21.3.4, Pg No. 222, MP UADD SOR 2021 Vol 2
Item No. 16.3.1.1 Pg. No. 200, MP UADD SOR 2021 Vol 1
As per GEM Portal (lumpsum)
As Per CPHEEO
As per GEM Portal (lumpsum)
CARRIAGE COST OF MATERIAL
Bricks
Coarse Sand
Local Sand
Stone Chips
Seigniorage Fee (10% of Basic Rate)
ADD EXTRA GST 5.36%
TOTAL
GROSS TOTAL
JE AE EE
Civil works Estimate for Wet Waste Receiving Platform at SWM Plant
URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR
Estimate prepared as perBCD SOR 2022
Earth Work
Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m
Wet waste receiving platform
Total Surface Dressing
Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
All kinds of soil
Wet waste receiving platform
Total Excavation
Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m ..
Moorum/Hard copra
Wet waste receiving platform
Total Filling
Total
Cement Concrete
Providing and laying in position Cement Concrete of specific grade,excluding the cost of shuttering & centering. All works up to plinth level.
Cement concrete grade M-20 (Nominal Mix) with 20 mm maximumsize of stone aggregate)
Wet waste receiving platform
Total PCC
Total
Reinforced Cement Concrete
Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforced Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
Total RCC in Slab
Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.
Thermo-Mechanically Treated bars. (Fe 500 D or more)
In Slabs Assuming steel @ 80 kg/cum
Total Reinforcements in RCC
Total
Formwork
Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :
Wet waste receiving platform(PCC Work)
Wet waste receiving platform(RCC Work)
Total Formwork in Slab
Total
Add Carriage Cost of Material
Bricks
Coarse Sand
Stone Chips
Cement
Steel
TOTAL
Seigniorage Fee (10% of Basic Rate)
Bricks
Coarse Sand
Stone Chips
TOTAL
Total Cost
Calculation for material consumption
cement concrete M20
Reinforcement M20
Civil works Estimate for Dry Waste Receiving Platform at SWM Plant
URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR
Estimate prepared as per BCD SOR 2022
Earth Work
Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m
Dry waste receiving platform
Total Surface Dressing
Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
All kinds of soil
Dry waste receiving platform
Total Excavation
Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .
Moorum/Hard copra
Dry waste receiving platform
Total Filling
Total
Cement Concrete
Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level.
Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)
Dry waste receiving platform
Total PCC
Total
Reinforced Cement Concrete
Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
Total RCC in Slab
Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.
Thermo-Mechanically Treated bars. (Fe 500 D or more)
In Slabs Assuming steel @ 60 kg/cum
Total Reinforcements in RCC
Total
Formwork
Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :
dry waste receiving platform(PCC Work)
Dry waste receiving platform(RCC Work)
Total Formwork in Slab
Total
Add Carriage Cost of Material
Bricks
Coarse Sand
Stone Chips
Cement
Steel
TOTAL
Seigniorage Fee (10% of Basic Rate)
Bricks
Coarse Sand
Stone Chips
TOTAL
Total Cost
Calculation for material consumption
cement concrete M10
Reinforcement M20
Civil works Estimate for Windrow Platform at SWM Plant
URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR
Estimate prepared as perBCD SOR 2022
Earth Work
Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m
Below treatment area
Total Surface Dressing
Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
All kinds of soil
Below treatment area
Total Excavation
Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .
Moorum/Hard copra
Below treatment area
Total Filling
Total
Cement Concrete
Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.
Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)
Below treatment area
Total PCC
Total
Reinforced Cement Concrete
Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
Below treatment area
Total RCC in Slab
Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.
Thermo-Mechanically Treated bars. (Fe 500 D or more)
In Slabs Assuming steel @ 60 kg/cum
Total Reinforcements in RCC
Total
Formwork
Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :
Around treatment area
Total Formwork in Slab
Total
Add Carriage Cost of Material
Bricks
Coarse Sand
Stone Chips
Cement
Steel
TOTAL
Seigniorage Fee (10% of Basic Rate)
Bricks
Coarse Sand
Stone Chips
TOTAL
Total Cost
Calculation for material consumption
cement concrete M20
Reinforcement M20
Civil works Estimate for Fencing work at SWM Plant
Fencing and Gate Around MSW Plant
Estimate prepared as per BCD SOR 2022
Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
All kinds of soil
Footing
Total Excavation
Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )
Total
Filling available excavated earth(excludingrock) intrenches,plinth,sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead
Footing
Deduction for PCC in Footing
Deduction for RCC in Footing
Deduction for Column
Total Filling
Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
Footing
Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,
Footing
Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level.
Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)
Footing
Piles
Total PCC
Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
Footing
Total RCC in Footing
Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
Columns -
Total RCC in Columns
Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grade reinforcd cement concrete
Tie Beam
Total RCC in beams
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.
Thermo-Mechanically Treated bars. (Fe 500 D or more)
Upto Plinth Level Assuming steel @ 120 kg per cubic meter
In Columns Assuming steel @ 110 kg per cubic meter
In Beams Assuming steel @ 110 kg per cubic meter
Total Reinforcements in RCC
"Centring and shuttering including strutting,propping etc. and removal of form work for ."
"(a) Foundations, footings, bases of columns etc. "
Footing
"C)Lintels, beams, plinth beams, griders, bressumers and cantilevers."
Tie Beam
"(d) Columns,Pillars, Piers, Abutments, Posts and Struts"
Column
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
Made of G.I. wire.
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.
Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)
Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level. CementconcretegradeM-15(NominalMix)with20mmmaximum size of stone aggregate
Steel work
Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.
Using flats 30x6 mm for diagonal braces and central cross piece.
Main Entry Gate
Total(A)
Add Carriage Cost of Material
Bricks
Coarse Sand
Stone Chips
Local Sand
Cement
Steel
TOTAL(B)
Seigniorage Fee (10% of Basic Rate)
Bricks
Coarse Sand
Stone Chips
TOTAL(C)
Total
Total Cost
MATERIAL STATEMENT
Civil works Estimate for Storm Water and Leachate Drain at SWM Plant
URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR
Estimate prepared as per BCD SOR 2022
Earth Work
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m
Below drain
Total Surface Dressing
Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
All kinds of soil
Below drain
Total Excavation
Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .
Moorum/Hard copra
Below drain
Total Filling
Total
Cement Concrete
Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.
Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)
Below drain
Total PCC
Total
Reinforced Cement Concrete
Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
Drain Bottom
Drain wall
Total RCC
Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.
Thermo-Mechanically Treated bars. (Fe 500 D or more)
In Drain Assuming steel @ 80 kg/cum
Total Reinforcements in RCC
Total
Formwork
Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :
Drain Outer side
Drain inner side
Total Formwork in Drain Base Slab and Wall
Total
Add Carriage Cost of Material
Bricks
Coarse Sand
Stone Chips
Cement
Steel
TOTAL
Seigniorage Fee (10% of Basic Rate)
Bricks
Coarse Sand
Stone Chips
TOTAL
Total Cost
Calculation for material consumption
cement concrete M20
Reinforcement M20
Estimate of Road Development at SWM Plant
URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR
Estimate prepared as per IBCD SOR 2022
SITE CLEARANCE
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. U
In area of light jungle
Total Clearing and grubbing
Total
Earthwork, Erosion Control and Drainage
Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
Total
Sub Bases, Bases (Non-Bituminous) And Sholuders
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
Rate per cum for grading-I Material
Total Construction of GSB for Road
Total
Cement Concrete Pavements
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing
Total DLC for Road
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design mix,possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Cement concrete prepared with batch mixing machine
Total PQC for Road
Total
SUPPLY OF MATERIAL
Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
Moorum Required
Add Carriage Cost of Material
Bricks
Coarse Sand
Stone Chips
Cement
Steel
TOTAL
Seigniorage Fee (10% of Basic Rate)
Bricks
Coarse Sand
Stone Chips
Total
Total Cost
Calculation for material consumption
Civil works Estimate for Leachate Collection Tank at SWM Plant
URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR
Leachate Collection tank
Estimate prepared as per ISSR of Department of Urban Administration & Development, Government of Madhya Pradesh; in force from - 2nd August 2021 - (VOLUME I) Water Supply, Sewerage and tube well works
Design, Drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars Complete turn key job for following capacity :- UADD SOR 2021 : Vol 1, Item 23.1.1, Page No.304 23.1.1 Upto 25,000 Litres
15 Kilo Litres
Total
Sanitary Installation
Providing and fixing Chlorinated Poly vinyl Chloride(CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass thread ed fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal outer dia .Pipes.
Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible Pump set 100 mm dia (with Polypropylene / Noryl Impeller) up to 20 stages1.5 HP
submersible pump
Total Cost
Total
Total Cost
Calculation for material consumption
cement concrete M20
Reinforcement M20
Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete.
providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete.
0.80 mm thick with zinc coating not less than 275 grams per square meter
Total GS sheet gutter Both side of structure
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes..
Total Rain Water Pipe
Total
Finishing
18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge
Total Area of External plaster
Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.
Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.
Total Paint area
Total
Formwork
Calculation for material consumption
cement concrete M20
Reinforcement M20
Local sand filling
Bricks work 1:6
Bricks work 1:4
18mm Cement Plaster 1:5
Total
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
NIT.pdf
NIT • 0.90 MB
Barun WINDROW 5tpd Final.xlsx
NIT • 0.24 MB
Model RFP for Compost_14022025.doc
NIT • 0.43 MB
C1 Model RFP for Compost_14022025.doc
Corrigendum • 0.43 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .