Tender For Construction Of Ri Office Cum Residence At Komtalpeta Under Rayagada Tahasil In The District Of Rayagada For The Year 2025-26
Tender Value
70.07 Lakhs
Estimated cost
Bid Submission
06 Nov 2026
7 days left
EMD
70070
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rayagada → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Ri Office Cum Residence At Komtalpeta Under Rayagada Tahasil In The District Of Rayagada For The Year 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation in all kinds of soil including hard moorum, stoney earth mixed with doublers (except sheet rock and boulders requiring blasting) with all leads & lifts including dressing & leveling the bed & depositing the excavated earth at places away from work site with all leads & lifts including Cess and cost of all labour T&P & dewatering if required for the work etc. complete and as per specification and direction of Engineer-In-ChargeGround Floor |
| 2 | Compound Wall |
| 3 | Approach Road |
| 4 | Drain |
| 5 | Supplying and filling in foundation & plinth with sand in 23.5 cm (9\\") thick layers including watering and ramming with cost, conveyance, Royalty, DMF, EMF & Additional Charges of all materials, and labour with T&P required for the work including Cess etc complete. (Measurement will be taken on finished compacted section only) as per direction of Engineer-in-Charge. |
| 6 | Compound Wall |
| 7 | Approach Road |
| 8 | Drain |
| 9 | Providing and laying plain cement concrete of M-15 of controlled qualityhaving a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strengthof 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, conveyanceroyalitteisand 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. |
| 10 | Compound Wall |
| 11 | Approach Road |
| 12 | Drain |
| 13 | Random rubble hard granite stone masonry in cement mortar (1:6) in foundation and plinth with hard black broken granite stone of approved size and quality and from approved quarry including splays cutting circular moulding and similar such type of work with neCessaryprojections, chamfering and corbelling watering and curing etc, complete including cost and conveyance of all materials with alland Royalty, DMF, EMF & Additional Charges and labour with T&P required for the work with Cess etc, complete as per the direction of Engineer-In-Charge. |
| 14 | Compound Wall |
| 15 | 2.5cm (1\\") Damp proof course with cement concrete (1:2:4) using 12mm size crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying & compacting concrete etc, watering curing cost & conveyance of all materials && Royalty, DMF, EMF & Additional Charges etc with all labour T&P required for the work including Cess etc complete including side shuttering in all respects as per the direction of Engineer-In-Charge. Compound Wall |
| 16 | Fly Ash brick masonary in Cement Mortar (1:6) in Foundation using-fly ash-brick of 23cm X 11cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all Royalty, DMF, EMF & Additional Charges with all T&P & Cess etc, complete in all respect as per the direction of Engineer-in-charge. Ground Floor |
| 17 | In SuperstructureGround Floor |
| 18 | First Floor |
| 19 | Second Floor |
| 20 | Compound Wall |
| 21 | Cement concrete of proportion (1:2:4) using 12mm (1/2\\") size clean crusher broken grantie chips of approved quality from approved quarry including hoisting lowering and levelling in position to required level including frame work where neCessary ramming and levelling cruing dewatering with cost conveyanceand Royalty, DMF, EMF & Additional Charges labour of all materials including hire and running charges of machineries T&P required for the work with Cess etc, complete as per specification and direction of Engineer-in-charge.Ground Floor |
| 22 | RCC of M-25 of controlled quality having minimum cube strength of 250 Kg/cm2 of 150 mm cubes at 28days with hard crusher broken granite chips of 20mm size and down graded consistence with strength and cover of concrete of approved quality from approved quarry including hoisting lowering and laying concrete in layers to the required thickness and compacting each layers by means of vibrator as per direction of Engineer in charge including watering with cost and carriage of water, curing and steel shuttering and finishing the exposed surface smooth providing grooves and beads where neCessary with working of pumps and other T&P machineries as may be required for the work including cost, conveyance, Royalty, DMF, EMF & Additional Charges etc, of all materials required for the work with Cess etc complete in all respectexcluding cost conveyance of MS/TS rods labour for straightening cutting bending binding and tying the grills and placing in propore position as per specification and direction of Engineer in charge.Ground FloorColumn base |
| 23 | Ground FloorGrade Beam |
| 24 | Ground FloorLintel |
| 25 | First FloorLintel |
| 26 | Second FloorLintel |
| 27 | Ground FloorColumn |
| 28 | First FloorColumn |
| 29 | Second FloorColumn |
| 30 | Ground FloorRoof Slab |
| 31 | First FloorRoof Slab |
| 32 | Second FloorRoof Slab |
| 33 | Ground FloorBeam at roof |
| 34 | First FloorBeam at roof |
| 35 | Second FloorBeam at roof |
| 36 | Ground FloorChajja |
| 37 | First FloorChajja |
| 38 | Second FloorChajja |
| 39 | Ground FloorFins |
| 40 | First FloorFins |
| 41 | Second FloorFins |
| 42 | Ground FloorStair case |
| 43 | First FloorStair case |
| 44 | Compound WallColumn base |
| 45 | Compound WallColumn |
| 46 | Compound WallPlinth beam |
| 47 | Straightening bent up or coiled rods cutting bending,binding, cranking hooking, welding jointing (if required) the M.S.Rods or Tor steel & binding wires and binding tying the grills hoisting lowering & placing in proper position as required for RCC works with cost conveyance &of M.S. Rods or Tor steel & binding wires of 18 to 20 gauge and labour with all T&Prequired for the work with Cess etc,complete in all floors (weight of binding wire will not be considered for payment and payment will be made on weight of M.S. Rods or Tor steel only) etc. in all respects as per the direction of Engineer-in-Charge. Ground Floor |
| 48 | First Floor |
| 49 | Second Floor |
| 50 | Compound Wall |
| 51 | Providing 2.5cm thick grading concrete (1:2:2) on roof slab using 6mm size hard broken granite chips with chicken mesh including cost, conveyance, Royalty, DMF, EMF & Additional Charges of all materialsof all T&P with Cess etc, required for the work etc completein all respect as directed by Engineer-in-charge.Ground Floor |
| 52 | First Floor |
| 53 | Supplying,fitting & fixing vetrified tile in floors of size 600mm x 600mm of approved make conforming to IS:13755laid on 20 mm thick cement mortar (1:4) (1 cement:4 course sand) and filling joints with white cement of approved quality including with cost, conveyance,Royalty, DMF, EMF & Additional Charges ,of all materials & labour T&P and Cess required for the work all complete as per direction ofEngineer-In-Charge. (For New Work Only)Ground Floor |
| 54 | First Floor |
| 55 | Second Floor |
| 56 | Providing and fixing Vertified tiles in dados, skirtings and risers of steps on 12 mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including with cost, conveyance,Royalty, DMF, EMF & Additional Charges ,of all materials & labour T&P and Cess required for the work all complete as per direction ofEngineer-In-ChargeGround Floor |
| 57 | First Floor |
| 58 | Second Floor |
| 59 | Providing and fixing Chequred tiles in floors, treads of on 25mm th bed of cement mortar (1:1) (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing, polishing including cost of tiles, with cost, conveyance,Royalty, DMF, EMF & Additional Charges ,of all materials & labour T&P and Cess etc. complete in all respect as per specification and direction of the Engineer-in-chargeRamp |
| 60 | Providing fixing ceramic tiles fixing in dadoos skriting and rises of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles includingpolishing complete including cost of pre cast tiles watering & curing for 7 days with cost conveyance Royalty, DMF, EMF & Additional Charges andof all materials & labour T&P with Cess required for the work etc, complete in all respect and surface finishing with polishing materials as directed by the Engineer-in-charge. Ground Floor |
| 61 | First Floor |
| 62 | 12mm (1/2\\") thick cement plaster in C.M (1:6) finsihed smooth to out side brick walls after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and laobur with T&P required for the work with all , Royalty, DMF, EMF & Additional Charges & Cess etc, complete in all floors as per direction of Engineer-in-charge. Ground Floor |
| 63 | First Floor |
| 64 | Second Floor |
| 65 | Compound wall |
| 66 | 16mm (5/8\\") thick cement plaster in C.M. (1:6)finished smooth to inside surface of 9\\" thick brick wall after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with all , Royalty, DMF, EMF & Additional Charges & Cess etc, complete in all floor as per direction of Engineer-in-charge. Ground Floor |
| 67 | First Floor |
| 68 | Second Floor |
| 69 | Compound wall |
| 70 | 20mm (3/4\\") thick cement plaster with cement mortar (1:6) to stone masonary after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with allRoyalty, DMF, EMF & Additional Charges & Cess etc, complete in all floors as per direction of Engineer-in-charge. Ground Floor |
| 71 | Compound wall |
| 72 | Supplying & providing, of M.S. grill gate made out of M.S flat conforming to IS No -1977/1996 as per the design approved with cost, conveyance &of all materials & labour with T&P & Cess in all respects as directed by the Engineer-in-Charge.Ground Floor |
| 73 | First Floor |
| 74 | Second Floor |
| 75 | Compound wall |
| 76 | Supplying & providing, of M.S. window grill made out of M.S flat conforming to IS No -1977/1996 as per the design approved with cost, conveyance &of all materials & labour with T&P & Cess in all respects as directed by the Engineer-in-Charge.Ground Floor |
| 77 | First Floor |
| 78 | Labour for fitting and fixing of M.S..Gate as per approved desing including cost of all materials and Cess etc complete as per specification and direction of Engineer-in-ChargeGround Floor |
| 79 | First Floor |
| 80 | Second Floor |
| 81 | Compound wall |
| 82 | Labour for fitting,fixing of M.S. Window shutters as per approved design including cost of screws with cost of all labour, T&P and Cess required for the work etc, complete excluding cost & conveyance of M.S. Window in all respects as directed by Engineer-In-Charges. Ground Floor |
| 83 | First Floor |
| 84 | Providing, fitting, fixing of Aluminium Door with OEL anodized Aluminium door section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member and 6mm thick plain glass in top portion with 12mm thick pre-laminated board in bottom portion fixed on door frame by means of tappered clip No.4660 and the frame to be completed by means of jointing angle No.1855 including all cost of labour, T&P, hire charges of of drilling machine, labour charges etc. complete as per direction of Engineer-in-charge. Ground Floor |
| 85 | First Floor |
| 86 | Supplying , fitting and fixing of two track UPVC sliding windowof approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures.Ground Floor |
| 87 | First Floor |
| 88 | Painting two coats with any approved paint over a coat of priming to Iron work including cost of the primer and paint sand papering polishing the surface with cost conveyance andof all materials and labour with T&P required for the work with Cess etc, complete as per the direction of the Engineer-In-Charge. Ground Floor |
| 89 | First Floor |
| 90 | Second Floor |
| 91 | Compound wall |
| 92 | Distempering two coats over a coat of oil bound primer to the wall surface with any approved shadeincluding cost of distemper and primer with cof allmaterials and labour with T&P required for the work with Cess etc, complete in all respect as per direction of Engineer-in-charge. Ground Floor |
| 93 | First Floor |
| 94 | Second Floor |
| 95 | Finishing wall surface two coats with any approved weather shield cement paint over a coat of oil bound primer to outer wall surface after celaning surface including cost of paint and primer watering curing with cost conveyance andof all materials and labour with T&P and Cessrequired for the work etc, complete in all respect as per the direction of Engineer-in-Charge. Ground Floor |
| 96 | First Floor |
| 97 | Second Floor |
| 98 | Compound wall |
| 99 | Supplying fitting of Stainless steel of 304 garde in hand railing using 50 mm dia of 2 mm thick circular pipe with balustarade of size 32mm X 32 mm X 32 mm @ 0.90mtr C/C and stainless square pipe bracing of size 32mm X 32 mm X 32 mm in 3 rows in stair case as per approved design and specification buffering polisging etc. including cost conveyance of all materials complete as per direction of the Engineer- in - Charge.Ground Floor |
| 100 | First Floor |
| 101 | Providing cement concrete (1:11/2:3) 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 Royalty, DMF, EMF & Additional Charges 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.Approach road |
| 102 | Drain |
| 103 | Providing & filling of Bitumen and cement and jute fiber in expansion joints of C.C road at an interval of 5.00 mtr including cost, conveyance, Royalty, DMF, EMF & Additional Charges of all materials, bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15 cm depth with cost of all labour and T&P required for the work with Cess etc complete as per specification & direction of Engineer-in-charge.Approach road |
| 104 | EI WorkWiringRecessed 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 |
| 105 | -do- Group B |
| 106 | -do- Group C |
| 107 | Recessed wiring to Fan Point in... -do- Group B |
| 108 | Recessed wiring to Call Bell Point in... -do- Group B |
| 109 | Recessed wiring to Exhaust Fan Point in do Group B |
| 110 | S/F of Angle holder replacing Ceilling Rose |
| 111 | S/F of fan hook 'S' type made of 16 mm MS rod for fixing in the Existing RCC Roof. |
| 112 | Switch BoardsS/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4) |
| 113 | S/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. |
| 114 | S/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 |
| 115 | S/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 |
| 116 | S/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. |
| 117 | S/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. |
| 118 | S/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 |
| 119 | 6 Modular box with base & cover |
| 120 | 8 Modular box with base & cover |
| 121 | 12 Modular box with base & cover |
| 122 | Sub-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) |
| 123 | 2x2.5+1x1.5 (1.8.2) |
| 124 | 2x4+1x1.5 (1.8.3) |
| 125 | 2x6+1x2.5 (1.8.4) |
| 126 | Inverter wiring (1x1.5smm) Copper wire (1.19.1) |
| 127 | Circuit 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) |
| 128 | S/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) |
| 129 | Supply, 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 Single door (2.3.2) |
| 130 | Main 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 ) |
| 131 | EarthingEarthing 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) |
| 132 | Supply & laying 6 SWG G.I. wire in recess for loop earthing as required (3.17) |
| 133 | FittingsProviding & fixing plain 16/0.2mm twin twisted flexible, FR PVC insulated copper cable in polythene sleeve or conduit of suitable size on the floor/wall or side of the table/door etc as required.(1.31) |
| 134 | S/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) |
| 135 | S/F of Call bell/Buzzer(Ding dong type) ISI marked suitable for DC/AC single phase 230 volts complete as required. (1.30) |
| 136 | S/F of 18-25 wt. LED single strip tube. Light fittingwith all accessories & connection (make Havels/HPL/Crompton/Polycab/PAC) |
| 137 | S/F of 1200mm A.C. Ceiling fan(5star) BLDC with all accessories and connections with out fan regulator (Make:Usha-Energia32/Crompton-Energino HS/Havells-Efficiencia DX/Anchor-Eco Breeze Urban/Orient-Ecotech Supreme/Pollycab-Affeciente Neo) |
| 138 | Fixing /I.T.C. of stepped type Modular regulator (1.25a) |
| 139 | S/F of 20mm dia down rod with all accessories (1.39+1.41) |
| 140 | S/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) |
| 141 | Supply & fixing of superior type C.I bulk head fitting with 9W Led Bulb for general domestic use ISI marked square / oval type with premetallic glass cover provided with galvanized steel wire guard including necessary connections. ( M-5 ) |
| 142 | S/F of 60 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells ) |
| 143 | S/F of 12w Watt LED Bulb |
| 144 | S/F of 1650VA/12V Inverter with 1 no 180Ah battery including trolley arrangement (Make: V-Guard/ Microtake/ Luminous |
| 145 | CablesS/F of 6 sqmm twin core unbonded aluminium service connection wire with no.10 G.I. Guard wire to support the aluminium wire |
| 146 | PH Work10 user septic tank 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 ,3.04 m x 1.94 m x 1.50 m= |
| 147 | From 1.5 mtr to 3.0 mtr depth,3.04 m x 1.94 m x 0.70 m= |
| 148 | Supplying 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.3.04 m x 1.94 m x 0.15 m= |
| 149 | Supplying 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.3.04 m x 1.94 m x 0.10 m= |
| 150 | Supplying 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.(3.04 m x 1.94 m x 0.10 m=0.589 cum+2.04 m x 0.94 m x 0.038 m = 0.072 Cum) |
| 151 | Supplying 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(1:4) 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),2 x ( 2.74 + 0.94 ) m x 0.35 m x 1.10 m = 2.833 cum+ 2 x ( 2.50 + 0.94 ) m x 0.23 m x 0.80 m = 1.265 cum |
| 152 | In Foundation and Plinth in C:M (1:6) 1 x 0.40 m x 0.40 m x 0.60 m = 0.096 cum |
| 153 | Supplying 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 ( 2.04 + 0.94 ) m x 1.90 m =11.324sqm + 2.04 x 0.94 m = 1.917sqm+ 4 x 0.40 x 0.60 m = 0.96 sqm |
| 154 | Supplying 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 ( 2.04 + 0.94 ) m x 1.90 m =11.324sqm +2.04 x 0.94 m =1.917 sqm |
| 155 | Supplying 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 ( 2.50 + 1.40 ) m x 0.10 m = 0.78 sqm+2.04 x 0.94 m = 1.917 sqm |
| 156 | Supplying 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. |
| 157 | Supplying 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. 2.50 m x 1.40 m x 0.10 m=0.39 cum |
| 158 | Supplying 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. |
| 159 | Supplying 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. 1.15 m x 0.45 m |
| 160 | Supplying 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. |
| 161 | Supplying 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 ( 2.74 + 1.64 ) m x 1.10 m = 9.636 Sqm + 2 x ( 2.50 + 1.40 ) m x 0.80 m = 6.24 Sqm + 2 x ( 2.74 + 1.40 ) m x 0.12 m = 0.993 Sqm |
| 162 | Supplying 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. |
| 163 | Supplying 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 Floor1x2.15m x 1.52m= 3.26 sqm1x1.97m x 1.55m= 3.05sqm2 x 0.75m x 0.30m= 0.45 sqm(-) 1 x 0.58m x 0.44m= 0.255 |
| 164 | First Floor1x2.15m x 1.52m= 3.26 sqm1x1.97m x 1.55m= 3.05sqm1x 4.27m x 0.60m= 2.56 sqm2 x 0.75m x 0.30m= 0.45 sqm |
| 165 | Supplying 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 Wall1 x 6.74m x 2.10m= 14.15 sqm1 x 6.44m x 2.10 m= 13.52 sqm |
| 166 | First Floor Wall1 x 6.74m x 2.10m= 14.15 sqm1 x 6.44m x 2.10 m= 13.52 sqm1 x4.27m x 0.90m= 3.84 sqm |
| 167 | Supplying 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) |
| 168 | Supplying 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. |
| 169 | Supplying all materials, labour, T&P and fixing of plastic seat cover for E.W.C with chromium plated brass hinges and rubber buffer etc all complete as per specification and direction of the E.I.C. |
| 170 | Supplying 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 |
| 171 | 110mm U-PVC SWR P-trap |
| 172 | 110mm U-PVC SWR single junction door |
| 173 | 110mm U-PVC SWR door bend |
| 174 | 110mm U-PVC SWR Offset |
| 175 | 110mm U-PVC SWR plain bend |
| 176 | 110mm U-PVC SWR vent cowl |
| 177 | 75 mm diameter U-PVC SWR pipes |
| 178 | 75mm U-PVC SWR door bend |
| 179 | 75 mm U-PVC SWR plain bend |
| 180 | 125 mm dia C.P Grating |
| 181 | supplying 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 |
| 182 | 250 mm thick wall |
| 183 | Supplying 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 |
| 184 | Supplying 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 |
| 185 | Supplying 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 |
| 186 | Supplying 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. |
| 187 | Supplying 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. 0.90 m dia x 2.00 m deep Soakway pit |
| 188 | Supplying 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 |
| 189 | Supplying 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 |
| 190 | supplying 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. |
| 191 | Supplying 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 |
| 192 | 25mm dia C-PVC pipes |
| 193 | Supplying 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 |
| 194 | 15 mm dia C.P Health Faucet ( Jaquar Make ) |
| 195 | Supplying 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 |
| 196 | 15mm dia CP Short body Bib Cock |
| 197 | 15mm dia CP Two way angle/Bib Cock |
| 198 | 15 mm dia CP Angle cock |
| 199 | 15mm dia CP Concealed Stop Cock |
| 200 | 15mm dia CP Pillar Cock |
| 201 | 15mm dia CP nipple |
| 202 | 15mm dia CP Flange |
| 203 | 25mm dia Metal Full Way Valve |
| 204 | Supplying 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 |
| 205 | Supplying 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 |
| 206 | Supplying 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 |
| 207 | Supplying 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 |
| 208 | CP towel ring |
| 209 | Supplying 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 |
| 210 | Factory 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 -4x ( 2.0 + 2.0 + 0.75 ) =19.0 |
| 211 | Factory 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 -4 x 1.95 x 0.72 =5.616 |
| 212 | Supplying 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(450x 400x200mm) |
| 213 | Supplying 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 |
| 214 | Supplying 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. |
| 215 | Supplying 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. |
| 216 | Supplying 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. |
| 217 | Supplying and fitting & fixing of suitable cable and connecting the pump and starter etc all complete as per direction of Engineer-in-charge. |
| 218 | Supplying and fitting & fixing of Plastic rope, M.S well cover, M.S clamp, etc all complete as per direction of Engineer-in-charge. |
| 219 | Supplying 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 |
| 220 | 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 125mm dia bore :-00 mtr to 30.00 mtr |
| 221 | Drilling of 100mm dia bore :-30.01 mtr to 80.00 mtr |
| 222 | Lowering 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 125 mm dia PVC pipes :- 00mtr to 30.00 mtr |
| 223 | Cost of 125 mm dia PVC pipes :- 00mtr to 30.30 mtr |
| 224 | Cleaning 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
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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