Rural Development Government Departments Closing in 4 days TDR #56760745

Tender For Construction Of 01 No D Type Quarter For Additional Tahasildar At Chandraur Building At Chandrapur In The District Of Rayagada

Issued by Government Departments · Rayagada, Odisha
Tender Value
70 Lakhs
Estimated cost
Bid Submission
05 Aug 2026
4 days left
EMD
70001
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of 01 No D Type Quarter For Additional Tahasildar At Chandraur Building At Chandrapur In The District Of Rayagada

BOQ

Name of Work:- Construction of 01 no D type quarter for Additional Tahasildar at Chandraur building at Chandrapur in the district of Rayagada
Sl. No. Item Description
1Earth work in excavation in hard or gravelly soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer in charge.
2Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge.
3Providing cement concrete (1:3:6) in foundation and plinth using 4cm size clean hard black granite metal of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15cm thick to the required level, ramming watering and curing etc.complete including cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge.
4Cement concrete of proportion (1:2:4) using 12mm size hard granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete and compacting in layers not exceeding 15cm thick with proper packing and ramming each layer of concrete by means of vibrator including watering and curing etc.complete including cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge.
5Construction of granular sub base by providing moorum & sand admixture of Grading-III as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRT&H specifications for Road & Bridge works (4th Revision) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge.
6Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by block making machine with proper compaction laid in required patten etc complete in all respect confirming to IRC SP-63-2018 including cost, conveyance, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.
7R.C.C M-30 grade with 20mm and down grade C.B. chips of approved quality from approved quarry including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing and cost of all materials and labour,centering shuttering etc complete as per specification and direction of the Engineer-in-charge. (Column base / Footing)
8In Column & Roof Beams
9First Floor/Head Room
10Plinth beams / Tie Beam
11Lintels
12Stair Case
13Roof Slab
14First Floor
15Chajja
16First Floor/Head Room
17Providing HYSD bar reinforcement for R.C.C. work including Straightening,Cutting, bending, binding and tying the grills and placing in proper position as per drawing and design including cost, conveyance and taxes of M.S rods and binding wire with all labour T&P and cess required for the work etc. complete in all respect in all floors (weight of binding wires will not be considered as measurement of M.S rods) as per specification and direction of the Engineer-in-Charge. (Ground Floor)
18First Floor/Head Room
191st class Fly ash brick masonry in cement mortar (1:6) in Foundation & Plinth using clamp burnt bricks of 25x12x8 cm size having a crushing strength of not less than 75 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P etc. complete in all respect as per specification and direction of the Engineer-in-charge.
201st class Fly ash brick masonry in cement mortar (1:6) in super structure using clamp burnt bricks of 25x12x8 cm size having a crushing strength of not less than 75 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P etc. complete in all respect as per specification and direction of the Engineer-in-charge.(Ground Floor)
21First Floor/Head Room
2212mm thick Cement plaster in C.M (1:6) to brick work finished smooth including watering curing and scaffolding with cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P etc. complete in all respect as per specification and direction of the Engineer-in-charge.(Outside Surface) G.F
23First Floor/Head Room
2416mm thick Cement plaster in C.M (1:6) to brick work finished smooth including watering curing and scaffolding with cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge. (Inside Surface) G.F
25First Floor/Head Room
266mm thick cement plaster with cement mortar of mix (1:4) to ceilings of roof slabs, stairs, landings, shelf & lofts etc. in all floor including roughening, scraping, cleaning & finishing smooth as per the direction of the Engineer-in-Chief including cost of all conveyance & curring sundries & T&P etc.complete as per direction of Engineer-in-charge.
27First Floor/Head Room
28Providing and fixing Vitrified tiles in floors, treads of steps and landing on 20mm th bed of cement mortar (1:4) (1 cement:4 sand) joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing, polishing including cost of tiles, conveyance, taxes & labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.(Ground Floor)
29Providing and fixing Granaite tiles in floors, treads of steps and landing on 20mm th bed of cement mortar (1:4) (1 cement:4 sand) joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing, polishing including cost of tiles, conveyance, taxes & labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.(Ground Floor)
30Supplying fitting & fixing of Vitrified tiles in dados, skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete excluding cost of tiles.tiles etc complete.(Ground Floor)
31Wall Priming one coat over wall surface with Water bound cement primer approved primer to give an even shade including cost of primer, labour & materials etc complete in all respect as per specification and direction of the Engineer-in-charge.
32First Floor/Head Room 12mm CP
33First Floor/Head Room 16mm CP
34Finishing surface of walls with cement based wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding, staging charges with cost of all materials taxes, labour T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.(Ground Floor)
35First Floor/Head Room 16mm CP
36Wall painting two coats with plastic emulsion paint of approved shade over a coat of priming on new work to give an even shade with approved shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (Ground Floor)
37First Floor/Head Room
38Wall painting two coats with Weather seal paint of approved shade over a coat of priming on new work to give an even shade with approved shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (Ground Floor)
39First Floor/Head Room
40Supplying, fitting and fixing of M.S doors and windows shutters of approved design in proper position making good to the damges of walls of R.C.C or other structural etc. including mending or cutting sizes or grooves in chaukhats with cost, conveyance, taxes of all materials required for the work, labour and T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (Ground Floor)DOOR
41First Floor/Head Room
42Supplying, fitting and fixing of M.S doors and windows shutters of approved design in proper position making good to the damges of walls of R.C.C or other structural etc. including mending or cutting sizes or grooves in chaukhats with cost, conveyance, taxes of all materials required for the work, labour and T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (Ground Floor) WINDOW
43First Floor/Head Room
44Supplying fitting and fixing of Stain less steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with balustrade of size 32mm x 32mm x 2mm @ 0.90mtr c/c and stain less square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc. including cost of all materials, taxes, labour, T&P, cess, and hire charges of drilling machine, labour charges etc. complete in all respect as per specification and direction of the Engineer-in-charge.
45Supplying, fitting and fixing of openable UPVC door with door frame of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fittings and fixtures etc complete including cost, conveyance, taxes, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.
46Supplying, fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality with frame, shutters and all fittings and fixtures etc complete including cost, conveyance, taxes, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (Ground Floor)
47First Floor/Head Room
48Wall Priming one coat over wall surface with approved primer to give an even shade including cost of primer, labour & materials etc complete in all respect as per specification and direction of the Engineer-in-charge.(First Floor)
49First Floor/Head Room
50Providing and painting two coats over wood/steel surface with approved shade and quality to enamel paint over a coat of primer of approved quality in all floors and all heights including preparing the surface, watering and curing with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge. (Ground Floor)
51First Floor/Head Room
522.5cm thick grading concrete of proportion (1:2:2) on roof slab with 6mm thick hard black granite chips of approved quality from approved quarry including watering and curing etc.with cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.
53First Floor/Head Room
54Reinforced cement concrete of M20 grade concrete with clean hard crusher broken granite chips of 20mm downgraded size of approved quality from approved quarry including hoisting, lowering and laying concrete with necessary slope and smoothness to receive tar felting or terracing, watering and curing for four weeks, centring, shuttering and finishing the exposed surface and ceiling smooth to receive white washing or painting providing grooves or beads and fan hooks as per requirement in ceiling where necessary, cost of water, including cost, conveyance, royalty taxes of all the materials and labour, T&P and cess etc. complete in all respect but excluding cost of M.S rods or Tor steel and binding wire 18 to 20 gauge and labour charges for straightening, cutting, bending and binding and tying the grills and placing in proper position as per specification and direction of the Engineer-in-charge. (Boundary Wall) (Column base)
55In Column & Roof Beams
56Plinth beams / Tie Beam
57Top Coping
58Electrical WorksWiringRecessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard ) -do- Group A
59-do- Group B
60-do- Group C
61Recessed wiring to Fan Point in... -do- Group B
62Recessed wiring to Call Bell Point in... -do- Group B
63Recessed wiring to Exhaust Fan Point in Group B
64S/F of Angle holder replacing Ceilling Rose
65S/F of fan hook 'S' type made of 16 mm MS rod for fixing in the Existing RCC Roof.
66Switch BoardsS/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4)
67S/F of extension board of 6 modular Metal box with modular base & cover in recess including providing and fixing of 2 nos of 3pin 5/6amp modular socket out let & 2 nos of 5/6 amp piano type modular switch, connection, painting etc as required.
68S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 6 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required
69S/F of Power point with 4 modular & 2 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket & Mini DP MCB, connection, painting etc as required for AC
70S/F of computer board consisting of 3 nos of 5amp modular plug and modular switch & 1 no of Mini MCB complete with wiring on 12 modular M.S. box with modular cover.
71S/F of 1 no of 5 pin 15/16 amp. Socket , 1 no of switch & 1 no of 15/16A top with modular mini MCB, in 6 modular box with cover with connection, painting etc as required for Inverter connection.
72S/F of 18 SWG Modular metal box of following sizes (Nominal size) in recess with suitable size of Modular base & cover in front including cutting the wall and making good the same in case of recessed conduit as required. 2 Modular box with base & cover
734 Modular box with base & cover
746 Modular box with base & cover
758 Modular box with base & cover
76Sub-MainWiring for circuit / sub-main wiring along with earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20mm dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC conduit as required (Make of wire - Finolex/L&T/Anchor/Havels/V-guard) 2x1.5+1x1.5 (1.8.1)
772x2.5+1x1.5 (1.8.2)
782x4+1x1.5 (1.8.3)
792x6+1x2.5 (1.8.4)
80Inverter wiring (1x2.5smm) Copper wire (1.19.11A)
81Circuit Breakers & BDBS/F of 'B/C/D' series SP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP) (2.6.1)
82S/F of 'B/C/D' series DP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing Distribution board ISI marked complete with connection, testing and commissioning etc. as required (2.6.2a)+(2.3.1b)
83Supply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.) S/F of MCB 8 way Double door (2.3.6)
84Main switchesSupply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.) S/F of 63A ICDP main switch with MS box of 250mmx300mmx60mm deep ( (2.15A)+(1.24.16 )
85EarthingEarthing with G.I. Earth pipe 3 mtr Long 40mm dia ISI marked including accessories & providing masonary enclosure with cover plate having locking arrangement & watering pipe with charcoal & salt as required (3.2)
86Supply & laying 6 SWG G.I. wire in recess for loop earthing as required (3.17)
87FittingsS/F of 300 Exhaust fan with all accessoriesand connections (Make Usha-Aero Clean Plus DBB/ Polycab-Fresh on DBB/ Cropmton-Trans Air12\\" reversible/ Havells-Ventil Air DS(HS)/ Anchor-Anmol Delus R/ Orient-Power Flow DBB)
88S/F of Call bell/Buzzer(Ding dong type) ISI marked suitable for DC/AC single phase 230 volts complete as required. (1.30)
89S/F of 18-25 wt. LED single strip tube. Light fittingwith all accessories & connection (make Havels/HPL/Crompton/Polycab/PAC)
90S/F of 1200mm A.C. Ceiling fan (1Star) with all accessories and connections with out fan regulator (Make:Usha-Striker One/Neo/Crompton- highspeed/Havells-Samrat ES/Anchor- Turbo Speed Star/Orient-Summer Breeze Pro/ Great White-ALDOUS/Pollycab-Vital HS)
91Fixing /I.T.C. of stepped type Modular regulator (1.25a)
92S/F of 400mm Wall fan with all accessories and connections (Make-Usha-Maxx Air Ultra/Polycab-Arey HS/Cropmton-WM Hiflowave/ Havells-Accelero HS/ Anchor-Altrix HS- OWH/ Orient-Wall43/ Great White-WYNO WF)
93S/F of 60 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells )
94S/F of 12w Watt LED Bulb
95S/F of 900VA/12V Invertor machine with Trolly(Make- Microtek(Super power new 1100)/V-Guard(SMART 1100)/Luminous(ZELIO SMART 1100) and 180Ah tall tubular BatteryMake-Luminous and 16A Delux plug Top with Luminous single Trolley for Invertor Battery
96CablesS/F of 6 sqmm twin core unbonded aluminium service connection wire with no.10 G.I. Guard wire to support the aluminium wire
97P.H Works15 User septic tankST Earthwork in all kinds of soil in excavation of foundation trenches 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 0.30m in depth etc all complete as per direction of the E.I.C.Initial lift upto 1.5 mtr, a.3.54 m x 2.54 m x 1.50 m =13.487 cum
98From 1.5 mtr to 3.0 mtr depth,3.54 m x 2.54 m x 0.70 m =6.294 cum
99Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C.3.54 m x 2.54 m x 0.15 m =1.348 cum
100Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.3.54 m x 2.54 m x 0.15 m =1.348 cum
101Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(3.54 m x 2.54 m x 0.10 m =0.899 cum +2.54 m x 1.54 m x 0.038 m= 0.148 Cum)
102Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.In Foundation and Plinth in C:M (1:4) a.(2 x ( 3.24 + 1.54 ) m x 0.35 m x 1.00 m= 3.346 cum +2 x ( 3.00 + 1.54 ) m x 0.23 m x 1.00 m = 2.088 cum)
103In Foundation and Plinth in C:M (1:6)1 x 0.40 m x 0.40 m x 0.60 m = 0.096 cum
104Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 12 mm thick C.P in C:M (1:4),(2 x ( 2.54 + 1.54 ) m x 2.00 m =16.32sqm+2.54 x 1.54 m = 3.911 s +4 x 0.40 x 0.60 m = 0.96 sqm)
105Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(2 x ( 2.54 + 1.54 ) m x 2.00 m =16.32sqm+2.54 x 1.54 m = 3.911)
106Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling them after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(2 x (3.00 + 2.00 ) m x 0.125 m =1.25 sqm+2.54 x 1.54 m = 3.911 sqm)
107Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
108Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.3.00 m x 2.00 m x 0.125 m=0.75 cum
109Supplying all materials, labour, T&P and making M.S. Step Iron in 8mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.
110Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C. baffle wall in R.C.C(1:1.5:3) including reinforcement cage using 12mm size HG chips fitted and fixed in position, finished smooth etc. complete including cutting grooves and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.1.75 m x 0.45 m
111Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
112Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(2 x ( 3.24 + 2.24 ) m x 1.00 m = 10.96Sqm+2 x ( 3.00 + 2.00 ) m x 1.00 m = 10.00 Sqm+2 x ( 3.24 + 2.00 ) m x 0.12 m = 1.257 Sqm)
113Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C.
114Supplying all materials labour T&P and fixing Ceramic tiles in floors. Treads and landing on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigments to match the3 shades of the tiles including rub bins and dir of EIC. Ground Floor2x2.50m x 1.50m=7.50 sqm1x 4.50m x 0.60m= 2.702 x 0.75m x 0.30m= 0.45 sqm(-) 1 x 0.58m x 0.44m= 0.255
115Supplying all materials labour T&P and fixing porcelain glazed tiles/Marble tiles /Kota /Kodappa tiles in walls / dados skirting on 12mm thick cp (1:3) jointed with neat cement slurry mixed with pigments to match the shades of the tiles including rub bins and polishing complete as per direction of EIC. Ground Floor Wall2 x 7.40m x 2.10m= 31.08 sqm1 x 4.50m x 0.90m= 4.05 sqm
116Supplying all materials, labour, T&P and fixing water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest etc all complete as per specification and direction of the E.I.C.580mm size Orissa pan(Hindware,Parryware)
117Supplying all materials, labour, T&P and fixing wash down water closet(E.W.C) with integral 'S' or 'P' trap(Hindware,Parryware,Cera) to the floor with wooden plug and C.P screw including jointing the trap with soil waste pipe in C.M(1:1) etc all complete as per specification and direction of the E.I.C. single unit
118Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing etc all complete as per P.H specification and direction of the E.I.C. 110mm diameter U-PVC SWR pipes
119110mm U-PVC SWR P-trap
120110mm U-PVC SWR single junction door
121110mm U-PVC SWR door bend
122110mm U-PVC SWR Offset
123110mm U-PVC SWR plain bend
124110mm U-PVC SWR vent cowl
12575 mm diameter U-PVC SWR pipes
12675mm U-PVC SWR door bend
12775 mm U-PVC SWR plain bend
128125 mm dia C.P Grating
129Supplying all materials, labour, T&P and cutting holes through existing brick/stone masonry walls for taking HCI/PVC pipes and fittings including making good the damages in cement mortar (1:4) etc. all complete as per P.H. specification and direction of E.I.C.375 mm thick wall
130250 mm thick wall
131Supplying all materials, labour, T&P and laying in trenches 4kg/cm2 U-PVC SWR soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, earthwork in excavation in trenches in all kinds of soil, refilling the same in a layer of 0.30mtr with watering, ramming and removing of surplus earth, testing the S.W. pipeline etc. all complete as per approved drawing, specification and direction of the E.I.C. 160 mm dia PVC Pipe all round
132Supplying all materials, labour, T&P and providing, laying soakway gallary with SW/PVC pipes, jointing lead loose packed allround with stone boulders 50mm to 150mm other than granite, covered at top with a layer of flat tiles 300mmx300mmx25mm including earthwork in excavation of trenches in all kinds of soil to an average depth of 1.5 mtr, covering of earth at the gallary top etc. all complete as per approved drawing and direction of the E.I.C. 160 mm dia PVC gallary
133Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.C Inside size 760mm x 760mm x 460mm
134Supplying all materials, labour, T&P and constructing Manhole Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the camber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.C 910mmx910mmx910mm)
135Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:2:4) mix using 12 mm size H.G chips, foundation concrete (1:4:8) using 40 mm size HG metal on bed and around trap , !st class KB Brick work in CM (1:6) in F & P and inside 12 mm thick cement plaster (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap 150mmx150mm size C.I grating etc. all completed as per approved drawing, specification and direction of E.I.C.
136Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class KB brick work in CM (1:6) for the remaining height at top, 12mm thick Cement Plaster (1:4) inside and outside over masonry brick work, gravel packing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C. 1.20 m dia x 2.00 m deep Soakway pit
137Supplying all materials, labour, T&P and Fitting and Fixing of Rotational moulded polythene cylindrical vertical water storage tank conforming to 15701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts, including hoisting upto a height of 5 mtr above G.Land placing the tank in required position including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 lits capacity on the roof of F. floor
138Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx2.60m & roof slab of 1.40mx1.40m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 lits capacity on the roof of F.floor
139supplying all materials, labour, T&P and cutting grooves in pucca Floors, and walls for taking G.I/PVC pipes and fittings and repairing the holes after insertion of pipes etc with C.C (1:3:6) including finishing with 12mm C.P (1:3) complete so as to make it leak proof etc. all complete as per P.H. specification and direction of E.I.C.
140Supplying all materials, labour, T&P and providing and fixing to wall or ceiling or floor G.I. pipes and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling,and floor, testing all complete as per specification and the direction of the E.I.C.15mm dia C-PVC pipes
14125mm dia C-PVC pipes
142Supplying all materials, labour T&P and fitting and fixing of C.P Shower(Jaquar make) with 15mm or 20mm inlet with C.P Shower arm including polishing etc all complete as per specification and direction of the E.I.C15 mm x 150mm dia C.P Shower with arm
14315 mm dia C.P Health Faucet ( Jaquar Make )
144Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings(Jaquar Make) of the following nominal bore with supply of all jointing materials etc. all complete as per specification and the direction of the E.I.C.15mm dia CP Long body Bib Cock
14515mm dia CP Short body Bib Cock
14615mm dia CP Two way angle/Bib Cock
14715 mm dia CP Angle cock
14815mm dia CP Concealed Stop Cock
14915mm dia CP Pillar Cock
15015mm dia CP nipple
15115mm dia CP Flange
15225mm dia Metal Full Way Valve
153Supplying all materials, labour T&P and fixing wash basins(Hindware,Parryware,Cera) with C.I. or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C.550mmx400mm W.H.basin
154Supplying all materials, labour, T&P and fixing pedestrial for wash hand basin complete recessed at the back for the reception of pipes and fittings etc all complete as per specification and direction of the E.I.C. Porcelain Pedestal
155Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the E.I.C.Mirror with plastic moulded frame
156Supplying all materials,labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C20mmx450mm long CP towel rail
157CP towel ring
158Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.CCP soap holder
159Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gelcoat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement, Six numbers of 260mm x 25mm x 5mm size 'S' shaped M.S flat hold fast shall be provided with the frame. The material and process for manufacturing the door frames shall conform to RV-TIFAC composites Design Centre's standards and specifications. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the E.I.C Door -2x ( 2.0 + 2.0 + 0.75 ) =9.50
160Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/Light grey/ Mahogany/Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. Door -2 x 1.95 x 0.72 =2.808
161Supplying all materials, labour, T&P and fixing Stainless Steel kitchen sink/laboratory sink with C.I/M.S brackets paintedwhite including holes in walls and making good the damages fixing PVC waste pipe of 32mm nominal diameter including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C. stainless steel kitchen sink(600x 450x200mm)
162Supplying all materials, labour T&P and fitting and fixing 10 Ltrs capacity PVC low level flushing cistern(Hindware,Parryware,Cera) with a pair of C.I. or M.S.brackets complete with fittings such as syphonic arrangement, 15mm nominal size Brass/PVC ball valve with polythene float, CP/Brass handle, unions and couplings for connection with inlet, outlet, overflow pipes, 32mm dia PVC flush bend, 15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C 10 lit PVC L/L Cistern
163Earthwork in all kinds of soil in excavation of foundation trenches 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 0.30m in depth etc all complete as per direction of the E.I.C.1x50x0.45x0.45m=10.125
164Supplying all materials, labour ,T&P and laying in trenches HDPE of the following nominal bore and pipe fittings including testing etc all complete as per direction of the E.I.C. 32mm dia HDPE pipes
165Supplying and fitting & fixing of I.S.I make 1.00 H.P single phase Submersible Pump set to give discharge of 3000 ltr/hour at a head of 40 mtr etc all complete as direction of EIC.
166Supplying all labour,T&P and fitting & fixing of I.S.I make 1.00 H.P single phase Submersible Pump set with commissioning and testing etc all complete as direction of EIC.
167Supplying and fitting & fixing of D.O.L starter for1.0 H.P single phase Submersible Pump etc all complete as per direction of Engineer-in-charge.
168Supplying and fitting & fixing of suitable cable and connecting the pump and starter etc all complete as per direction of Engineer-in-charge.
169Supplying and fitting & fixing of Plastic rope, M.S well cover, M.S clamp, etc all complete as per direction of Engineer-in-charge.
170Supplying and fitting & fixing of HDPE pipes and pipe fittings with C.P Nippling and lowering to bore well, making connection to pumpset & testing etc all complete as per specification and the direction of the E.I.C.32 mm dia HDPE Pipe
171Supplying all materials, labour, T&P and constructing Bore Protection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.CInside size 760mm x 760mm x 460mm
172BORE WELL (200MM X 150 MM DIA)Labour for drilling a perfectly vertical bore hole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination rigs as required to suit the site condition as per the direction of the Engineer-in-charge including use of own rigs with its accessories, tools and plants and consumables etc for lowering of 200 mm dia P.V.C/G.I/MS pipes for housing fitted socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/P.V.C/M.S casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tubewell)Drilling of 200mm dia bore :-00 mtr to 30.00 mtr
173Drilling of 150mm dia bore :-30.01 mtr to 80.00 mtr
174Lowering of the following size G.I/P.V.C pipes with or without slotted pipes as per the necessary from ground level upto 30 mtrs depth and fitted and fixed up in perfectly vertical position including cutting and threading pipes and slotted pipe and supplying and fixing all jointing materials, tools and plants complete and keeping the top of the casing pipe threaded including plugging tubewell to prevent entry of foreign materials from above. Lowering of 200 mm dia PVC pipes :- 00mtr to 30.00 mtr
175Cost of 200 mm dia PVC pipes :- 00mtr to 30.30 mtr
176Cleaning and developing the tube well using their own compressor continuously worked till clean and adequate discharge is obtained from the tubewell including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56760745
AUTHORITY Government Departments
TENDER VALUE 70 Lakhs
LAST DATE 05-08-2026
Authority
Authority Name Rural Works Department
Work Description Tender for Construction Of 01 No D Type Quarter For Additional Tahasildar At Chandraur Building At Chandrapur In The District Of Rayagada
Basic Detail
Tender No SERWGNP Online 09 2026 27
Bidding Type Tender
Location
City Rayagada
State Odisha
Key Dates
Publish Date 31 Jul 2026
Submission Date 05 Aug 2026
Open Date 06 Aug 2026
Finance
Tender Value 70 Lakhs
Tender Fee 10000
EMD 70001
Exemption Available
Document List
0d668a83-5ba2-487e-85d7-0170e3230392.html
BOQ_604040.xls
Tendernotice_1 (10).pdf
Tendernotice_2 (6).pdf
Tendernotice_3 (1).pdf

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Tender Timeline

Jul 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

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html

0d668a83-5ba2-487e-85d7-0170e3230392.html

xls

BOQ_604040.xls

pdf

Tendernotice_1 (10).pdf

pdf

Tendernotice_2 (6).pdf

pdf

Tendernotice_3 (1).pdf

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