Drinking Water Supply and Sanitation Government Departments Closing in 18 days TDR #56760821

Tender For Construction Of E Type Quarter Of Rws&S Section, Komna In The District Of Nuapada.

Issued by Government Departments · Nuapada, Odisha
Tender Value
28.36 Lakhs
Estimated cost
Bid Submission
19 Aug 2026
18 days left
EMD
28400
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Nuapada → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of E Type Quarter Of Rws&S Section, Komna In The District Of Nuapada.

BOQ

Name of Work:- Construction of E Type Quarter of RWS&S Section, Komna in the district of Nuapada.
Sl. No. Item Description
1Annexure-ABuilding Proper :-Excavation of foundation in hard soil within initial lead of 50 mtr and lift of 1.5 mtr etc including levelling and dressing the foundation trenches, stacking the excavated materials away from the work site etc as per the instruction of E.I.C.in depth as per direction of Engineer-in-charge..
2Supplying, filling in foundation & plinth with well watered sand in layers not exceeding 150mm thick including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with T&P required for the work etc. complete as per direction of the Engineer-in-charge.
3Providing Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size black broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6\\") thick to the required level ramming, watering, curing etc. complete including cost and conveyance royality taxes of all materials and labour with T&P required for the work etc. complete i as per direction of the Engineer-in-charge.
4Providing cement concrete (1:2:4) with 12mm size clean crusher broken granite chips aggregate of approved quality from approved quarry including hoisting, lowering & levelling in position to required level in each layer not exceeding 15cm thick including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering if necessary with cost, conveyance taxes royalty labour of all materials and including hire and running charges of machinaries T&P required for the work including supplying and working of pumps and cess as per the specification and direction of Engineer-in-charge.
5Brick work with Fly Ash brick in foundation & plinth using 25cmx12cmx8cm size bricks having crushing strength not less than 35kg./cm2 with dimensional to lerance 2% in c.c. (1:6) after immersing the bricks for six hours in water before use in foundation & plinth, basement & for ornametal flower heads plinth moulding & similar such type of works with all necessary projection, cutting, moulding, corebelling, chamfering, watering & curing including cost, conveyance, royalties & all type of taxes of all materials & labour, T&P required for the work etc. complete as per specification * direction of the E.I.C.
6Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. Column Base
7Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (b) Column
8Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (c) Plinth Beam
9Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (d)Lintel
10Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (e) Chajja
11Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (f) Wall Beam
12Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (g) Roof Slab
13Supplying and straightening bent up or coiled rods cutting, bending, cranking, hooking, welding (if required) the M.S.Rods or Tor steel & binding and tying the grills, hoisting, lowering & placing in proper position as required for R.C.C. works with all cost, conveyance & taxes of M.S. rods or Tor steel & binding wires of 18 to 20 gauge & labour with all T&P required for the work etc. complete in all floors (weight of binding wires and laping of MS rod will not be considered for payment & payment will be made on weight of M.S.rods or Tor steel only).as per direction of the Engineer-in-charge.
14Brick work with Fly Ash brick in superstructure using 25cmx12cmx8cm size bricks having crushing strength not less than 35kg./cm2 with dimensional to lerance 2% in c.c. (1:6) after immersing the bricks for six hours in water before use in foundation & plinth, basement & for ornametal flower heads plinth moulding & similar such type of works with all necessary projection, cutting, moulding, corebelling, chamfering, watering & curing including cost, conveyance, royalties & all type of taxes of all materials & labour, T&P required for the work etc. complete as per specification * direction of the E.I.C.
15Fly ash brick masonry in cement mortar (1:4) using bricks of 23cm size having a crushing strength of not less than 75 kg per Sq.cm, after immersing Bricks for six hours in waters before use with watering, curing etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, all T&P etc. complete in all respect as directed by the Engineer-in-charge.
162.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips. On new work with all taxes royalties & cess etc, complete as per direction of Engineer-in-charge.
17Providing 12mm thick cement plaster in all floors at all height with cement mortar of mix (1:6) with approved grade cement and with screened and washed sharp sand for mortar and finished smooth to the rough surface of brick masonary walls after racking out the joints including watering and curing, rounding of corners etc. completer with cost, conveyance, loading, unkloading, royalty and taxes of all materials, cost of all labour T&P, sundries and scaffolding required for the work with providing grooves as per specification and direction of the Engineer-in-charge.
18Providing 16mm thick cement plaster in all floors at all height with cement mortar of mix (1:6) with approved grade cement and with screened and washed sharp sand for mortar and finished smooth to the rough surface of brick masonary walls after racking out the joints including watering and curing, rounding of corners etc. completer with cost, conveyance, loading, unkloading, royalty and taxes of all materials, cost of all labour T&P, sundries and scaffolding required for the work with providing grooves as per specification and direction of the Engineer-in-charge.
19Providing fitting and fixing of Vitrified tile in floors of size 600mm x 600mm of approved make on 25mm thick bed of cement mortar (1:1) joint with neat cement slury mixed with pigment to match the shade of tile including polishing, rubbing etc. including cost, conveyance, royalty, taxes of all materials and cost of all labour T&P required for the work etc. complete as directed by the Engineer-in-charge.
20Supplying fitting & fixing of Vitrified tile in dado in force treade or steps and including on 25mm thick bed of cement mortar (1:1) joint with net cement slowray mixed with prgment to materials the shades of tiles including rubbing & polishing etc. with cost, conveyance and taxes of all materials and labour with T&P required for thework etc. complete in all respect as per direction of the Engineer-in-charge
21Providing fitting and fixing of M.S. doors, windows & grill gate of approved design and fixing in proper position including making holes in walls, R.C.C. structure and wood work etc. and making good to the damages to walls or R.C.C. structure including mending or cutting to sizes or grooves in walls and fixing with C.C. (1:2:4) with hard black crusher broken granite stone chips of 12mm with cost and conveyance, royalities of all materials, all labour taxes with all T&P etc. complete in all floors as per direction of the Engineer-in-charge.
22Supplying, fiting and fixing ISI mark 35mm thick flush door shutter confirming to IS 2202(part-I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak three ply veneering with vertical grains or cross band and face veneer of both faces shutter of approved design and quality including cost of all door fittings and fixtures etc. complete.
23Providing fitting, fixing of Al. door with OEL anodized Al. door section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member ,9221 with frame section and tapered clip No. 4660 and the frame to be completed by means of jointing angle No. 1855 & 12 mm thick novapan type prelaminated board including all cost of labour, T&P, hire charges of drilling machine, labour charges etc. complete.
24Supplying, fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures
25Painting two coats with any approved Enamel Paint over a coat of approved primer to wood work and iron work including cost of the primer and paint sand papering, polishing the surface with cost, conveyance and taxes of all materials and labour with T&P required for thework etc. complete in all respect as per direction of the Engineer-in-charge.
26Finishig Wall with Weather seal Coat two coats of approved shade to out side the wall surface including cost of all materials, labour, T&P etc. complete as per specification and direction of the Engineer-in-charge.
27Finishing surface of wall with cement based wall putty ( water Based ) of approved make and finished smooth and even surface to receive painting including cost of scaffolding ,staging including cost of all materials , labour etc.complete.
28Wall painting 2 coats with plastic emulsion paint of approved shade over one coat of primer including cost of paint , scaffolding ,staging & cost of all materials , labour etc.complete as per direction of Engineer-in-charge.
29Annexure- BCompound Wall :-Earth work in excavation in foundation in hard soil or gravelly soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.
30Supplying all labour, T&P and material for providing and filling sand in F&P including watering and ramming, cost, conveyance, royalty and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge.
31Supplying all labour, T&P and material for providing C.C. (1:3:6) using 4 cm. size CBHG metal including watering, curing, cost, conveyance, royalty and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge.
32Supplying all labour, T&P and materials for providing R.C.C. work of M-20 grade with 20mm and down graded CBHG chips including cost, conveyance, watering, curing, hoisting, laying, royalty and all taxes of all materials etc. complete as per the direction of Engineer-in-Charge.
33Supplying all labour, T&P and material for providing rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost, conveyance, royalty and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge. (a) Foundation :
34Supplying all labour, T&P and material for providing rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost, conveyance, royalty and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge. (b) Column
35Supplying all labour, T&P and material for providing MS reinforcement of Sail, TMT or equivalent for RCC work including cutting, bending binding & tying the grills and placing in position including cost of MS rod, binding wire 18 to 20 gauge, conveyance, all taxes of all materials etc. all complete as per the direction of Engineer-in-Charge. ( @ 0.80 qntl / cum. of item RCC )
36Supplying all labour, T&P and material for providing Fly ash brick work with 1st class 25 x 12 x 8 cm. CB bricks with cement mortar (1:6) including watering, curing, cost, conveyance, royalty and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge.
37Supplying all labour, T&P and material for providing 16 mm thick cement plaster (1:6) over brick work including racking out joints, watering, curing, cost, conveyance, royalty and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge.
38Supplying all labour, T&P and material for providing 12 mm thick cement plaster (1:6) over brick work including racking out joints, watering, curing, cost, conveyance, royalty and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge.
39Supplying of all materials, labour and T&P for weather coat paint two coats to walls with good quality paint including all cost. etc. all complete as per directon of engineer-in-charge of the department. Out side Plaster etc. complete as per the direction of Engineer-in-Charge.
40Supplying all labour,T&P and material for making of M.S. Gate of size - 2.50 x 1.50 Mtr. including making necessary holes in walls or RCC structure and making good to the damages with cost of MS gate, conveyance and all taxes etc. complete as per the direction of Engineer-in-Charge.
41Supplying all labour, T&P and material for painting two coats to MS Gate with any approved paint including cost of paint, conveyance and all taxes of all materials etc. complete as per the dirction of Engineer-in-Charge. (a) MS Gate
42Annexure- CApproach RoadEarth work in ordinary soil in embankments, roads, etc. with approved material obtained from borrow pits with 5 Extra lead of 25m or part there of over the initial lead including hire and running charges of Roller and all other machineries , cost, conveyance & royality of materials , T&P and Cess required for the work etc complete as per specification & direction of Engineer-in-Charge.
43Supplying filling in foundation and plinth with sand in layers not exceeding 22.5 cm (9\\") thick including watering and ramming with cost conveyance,royalities,taxes of the materials and labour with T&P required for the work etc. complete as per specimen
44Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm(1.5\\")size clean hard black HG metal of approved quality and from approved quarry including hoisting,lowering and laying concrete in layers not exceeding 15 cm (6\\")thick
45Cement concrete (1:2:4) with 12 mm,size hard broken granite chips including all cost,conveyance,royalities etc. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56760821
AUTHORITY Government Departments
TENDER VALUE 28.36 Lakhs
LAST DATE 19-08-2026
Authority
Authority Name Rural Water Supply And Sanitation Division
Work Description Tender for Construction Of E Type Quarter Of Rws&S Section, Komna In The District Of Nuapada.
Basic Detail
Tender No RWSS/NPD/09/2026-27
Bidding Type Tender
Location
City Nuapada
State Odisha
Key Dates
Publish Date 31 Jul 2026
Submission Date 19 Aug 2026
Open Date 20 Aug 2026
Finance
Tender Value 28.36 Lakhs
Tender Fee 6000
EMD 28400
Exemption Available
Document List
BOQ_604034.xls
DTCN.pdf
ebfb359a-9395-448b-92b7-4a17b43f5d02.html
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 18 days
Aug 20, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 19 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_604034.xls

pdf

DTCN.pdf

html

ebfb359a-9395-448b-92b7-4a17b43f5d02.html

pdf

Tendernotice_1 (10).pdf

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