Rural Development Government Departments Closing in 4 days TDR #57090652

Tender For Construction Of 4Nos F Type Quarter Building At Phc Jarapada For The Year 2023-24 In The District Of Angul.

Issued by Government Departments · Anugul, Odisha
Tender Value
94.37 Lakhs
Estimated cost
Bid Submission
28 Aug 2026
4 days left
EMD
94400
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of 4Nos F Type Quarter Building At Phc Jarapada For The Year 2023-24 In The District Of Angul.

BOQ

Name of Work:- Construction of 4nos F type Quarter Building at PHC Jarapada for the year 2023-24 in the District of Angul.
Sl. No. Item Description
1Earth work excavation in foundation hard soil including moorum, stoney earth mixed with boulders with all leads and lifts including dressing and levelling the bed and depositing the excavated earth away from the work site with all leads and lifts including cost of all labour and T&P and cess required for the work and etc. complete in all respect and as per the direction by the 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.
3Cement Concrete of proportion(1:4:8) 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.
4Fly Ash brick masonry in cement mortar (1:6) in foundation and plinth using Flyash bricks of 25x12x8 cm size having a crushing strength of not less than 50 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 and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.
5Cement 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.Ground Floor
6First Floor
7Reinforced cement concrete M25 with clean hard crusher broken granite chips of 20mm and down graded 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.Column base Columns & Beams
8Ground Floor
9First Floor
10Plinth beams
11Lintels Ground Floor
12First Floor
13Chajja Ground Floor
14First Floor
15Roof Slab Ground Floor
16First Floor
17Lofts/shelves Ground Floor
18First Floor
19Stair Case Ground Floor
20First Floor
21Cutting, 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
22First Floor
23Fly Ash brick masonry in cement mortar (1:6) in Superstructure using Flyash bricks of 25x12x8 cm size having a crushing strength of not less than 50 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 and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. Ground Floor
24First Floor
2520mm thick grading Cement plaster in C.M (1:4) over roof slab, 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. First Floor
2616mm th 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. Ground Floor
27First Floor
2812mm th 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. Ground Floor
29First Floor
30Finishing 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
31First Floor
32Wall priming one coat with approved primer with brush to wall surface after cleaning the surface 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. Ground Floor
33First Floor
34Wall painting two coats with plastic emulsion paint of approved shade 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
35First Floor
36Finishing walls with Weather coat of approved shade on new work two coats, over a coat of priming, to give an even 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
38Supplying and fitting-fixing of Un-plasticised poly vinyl chloride (UPVC). Casement Door - 60- Series duly manufactured using UPVC reinforced profiles of 60mmx55mmx2.5mm for outer frames, 102mmx60mmx2.25mm for casement door sash profile and 74mmx60mmx2.5mm mulion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 2.0 mm prefabricated and welded through fushion welding the door sash shall be fitted with 12mm thick WPC board of green play make duly fixed with EPDM wheathering seal resistance accessories like clipping locking system made of aluminium 1 No per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/deglazing at site etc, including cost and conveyance of all materials, accessories , labour charges, materials and product confirming to ASTM D 638 -14, EN-477-95 and other applicable codes and standards. Ground Floor
39First Floor
40Supplying fitting and fixing of two track UPVC sliding window of approved make with 6 mm thick glass of approved quality complete with frame shurrers and all fitting and fixtures.(SOR 2022 Item-12 P-235).Ground Floor
41First Floor
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
43First Floor
44Painting two coats over a coat of primer with any approved paint with brush to wood/iron work 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. Ground Floor
45First Floor
46Providing 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
47First Floor
48Providing and fixing Glazed tiles in dados, skirting and rises of steps on 12mm th cement plaster (1:3) (1cement:3sand) joined with neat cement slurry mixed with pigment to match the shade of tiles, 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
49First Floor
50Supplying 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 Ground Floor
51First Floor
52Providing, fitting and fixing of GCI sheets in roof including drilling holes in wind ties & fixing of ridges, vallies,wind ties etc. 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 Ground Floor
53Providing and fixing rain water down pipe with necessary bend shoes and heads including cost of 75mm dia earthen pipe, clamps and nails etc. with all 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 direct
54Recessed wiring to light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp,one way modular switch ISI marked and ceiling rose ISI marked mounted on Modular G.I. box having front bakelite cover of suitable size , MS box with 1.5 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 = Finollex / L & T/ Anchor/ Havels/ V-Guard/ Greatwhite / Polycab) Group A (1.1.1)
55-do- .... Group B (1.1.2)
56-do- .... Group C (1.1.3)
57S/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 (1.24.2)
586 Modular box with base & cover (1.24.4)
598 Modular box with base & cover (1.24.5)
6012 Modular box with base & cover (1.24.6)
61S/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4)
62S/F of extension board of 4 modular Metal box with modular base & cover in recess including providing and fixing of 3pin 5/6amp modular socket out let & 5/6 amp piano type modular switch, connection, painting etc as required. (1.25.1+1.25.4)+4 MODULE BOX
63S/F of 6 Modular GI box in recess with suitable size of Modular base cover in front including providing and fixing 2 nos 3 pin 5/6 amp. Modular Socket out let & 5/6amp. Modular type switch,connection,painting etc. as required.(2X1.25.1+2X1.25.4)+6 MODULE
64S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required (1.25.3+1.25.5)+4 MODULE BOX
65S/F of computer board (Modular Type) consisting of 3 nos. of 5 amp plug and switch and 6 amp MCB, Indicator complete with wiring on 12 module M.S.box with B.k.cover(1.24.6 + 3 x (1.25.1+ 1.25.4) + 2.6.1)+Indicator
66Wiring for circuit I sub main wiring alongwith 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/ / Anchor/ Havels/ V-guard / HPL / L&T / Gratewhite / Polycab). -do- 2x1.5sqmm +1x1.5sqmm ( 1.8.1 )
67-do-2x2.5sqmm +1x1.5sqmm ( 1.8.2 )
68-do- 2x4sqmm +1x1.5sqmm ( 1.8.3 )
69-do- 2x6sqmm +1x2.5sqmm ( 1.8.4 )
70Supply, Installation testing and commissioning of 63 Amp. ICDP Main Switches (IS13940 part 3/1993) with supply of metal box of following capacity 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: HPL / L&T / C&S / Havells / Seimens / RK / Anchor / Havells) (2.15.a)
71250mmx300mmx100mm deep(1.24.13) for fixing 63Amp ICDP Main switch.
72S/Fof 'B' series SP MCB of 5A to 32 Amp rating 240Volt \\"B\\" series MCB 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)
73S/F of following 8way single door and neutral sheet steel MCB DISTRIBUTION BOARD 250v on surface /recess complete with tinned copper bus bar, neutral bar, earth bar, din bar ,detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (except MCB) 2.3.2
74S/F of following 4way single door and neutral sheet steel MCB DISTRIBUTION BOARD 250v on surface /recess complete with tinned copper bus bar, neutral bar, earth bar, din bar ,detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (except MCB) 2.3.1(a).
75S/F of Call bell/ Buzzer ISI marked sutiable for DC/AC single Phase 230 volts complete as required.(1.30)
76S/F of batten holder BK angle holder ISI marked including connection etc instead of ceiling rose (Make: Cona / Anchor / Havells / Greatwhite / Preeti / HPL) (1.29-1.28)
77Earthing with G.I. earth pipe 3 metre long 40 mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arragement and watering pipe etc. with charcoal and salt as required.(3.2)
78Supply and laying 6 SWG G.I wire in recess for loop earthing as required ( 3.17)
79S/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)
80S/F of electric step ceiling fan regulater in existing switch box including connection with 1.5sqmm FR PVC insulated single core multistrand copper conductor earthing the regulator as required.(1.38)
81S/F of Fan hok S'type made of 16mm MS rod as per specificationn
82Supply, Installation, Testing and commissioning of 10W LED bulkhead fittings( (Make: Havels / Phillps / Crompton )
83S/F of 30-35 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells )
84S/F of 18-25 watt LED Tube light fitting compoete with all connection.\ including fixing and all accessories as per direction of Engineer-In-charge (Make: Havels / Phillps / Crompton / Polycab / HPL)
85Supply of instalation, Testing commissioning of 12 Watt. LED bulb
86S/F of 15A modular socket on 2 Modular Metal box for A.C
87S/F of 32A C series D.P. MCB for A.C (make: Legrand/Anchor/Havels/HPL)
88S/F of 25A Moter Starter switch for A.C (Make: Havells / Anchor/Le-Grand)
89S/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)
90S/F of 900 VA Inverter with 1 no. 180 Ah Tubular battery including trally arrangement (Make: Microtake/ Luminous)
91wiring to sub main with 1*1.5 mm2 single core multi strand copper wire for inverter wiring (1x1.5mm)
92Supply of 6 mtr long hot dip galvanized Octagonal pole having base dia of 155 mm and top dia of 70 mm and plate thick ness of 4 mm or more complete with base plate 250x250x16mm and 4 nos. Jtype En 8 grade foundation bolts M24X750mm to withstand 180 KM / HR wind speed considering the weight & dimension of One no. Solar lights fixed on the top of the bracket . The Pole must be suiable to withstand 180 KM/Hr wind speed by considering the weight and wind expose area of one no Semi Integrated Solar lights at a height of 6 mtr above ground .Both the Octagonal Pole and EN8 grade fdn bolts must be manufactuered by Octagonal pole manufacturing company. Brackets & EN8 fdn bolts manufactured in third party Supplier/manufacturer shall not be acceptable. Make : - Utkarsh/RR Ispat/Vakrangee)
93Supply,installation,testing and commissioning of 40 W Semi Integrated type Solar street lights having 100 Wp or more highly efficient Monocrystalline PV module & 12.8 V 42 Ah or more ( Lithium Ferrophosphate (LiFePo4) Battery having BIS ) which shall be inside the die cast alluminium housing luminaire housing (Theft retardant type), MPPT charge controller having > 92% efficiency & PIR Sensor. The initial lumen output of AIO street light shall be >6400 lumen or more in CCT 6000K (+/-500K) , Lumen efficacy > 160 lm/w as per LM 79 report of NABL Lab. The LED chip will be of OSRAM/NISCHIA/CREE/SEOUL Semiconductor only and should be with lenses for effective lighting distribution. The complete system & BMS should be designed to provide 2 days (24Hrs) back up in dimming mode by activating PIR sensor and battery should be kept inside the luminaire and Mono Crystalline Panel (Made in India ) , Multi purpose SA bracket to mounted on the ARM in south direction. The luminaire must be having I die cast alluminium housing street light with IP 66 protection for critical component like (LED compartment, Driver compartment & Battery) & IK 08 . The solar street lighting company has to supply Solar Panel , Solar light , battery , PIR sensor , Multipurpose SA bracket & other accessories with provision to fix the solar panel towards south direction for faster charging of battery. The Solar street light and the multipurpose Arm shall be fixed in Pole. The solar street lighting company has to offer Warranty on complete lighting system for a period of 5 years. The solar lighting company must submit the warranty certificate in the department by mentioning 5 years warranty on complete lighting system I.e, Light, Charge controller, Battery, Solar Panel, Module Mounting structure, Multipurpose Single Arm bracket etc against manufacturing defects. Solar lighting company has to repair/replace the lighting system if required against the manufacturing defect till compleiton of warranty period. The Agency/Contractor has to maintain the lighting system till the completion of warranty period by considering the periodical maintenance like panel cleaning in regular interval and rectifying the defect by engaging labour/machinery to make the lighting system operative till warranty period. The agency/contractor must submit declaration for maintaining the system till warranty period. The Necessary after sales service to against manufacturing defects to be provided Solar lighting company through their Toll free base service service set up within 100 to 150 KM from the project site. The following test reports/certifications must be submitted for the technical acceptance of the products . 1. LM 79 REPORT NABL lab ) , 2. IK 08 (Report of NABL lab ), 3. IP 65 Report of NABL lab (The necessary test reports of NABL lab against the above must be submitted for any wattage of Solar Street lights for acceptance of product/TDS approval prior to start of the work. All the test reports must be in the name of Solar Lighting Company (Make:Crompton/Havells/Panasonic/Philips/Wipro)
94Earthwork 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
95From 1.5 mtr to 3.0 mtr depth
96Supplying 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.
97Supplying 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.
98Supplying 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.
99Supplying 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)
100Supplying 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 (1:3)
101Supplying 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. Same as above item 20mm C.P in 1:3
102Supplying 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.
103Supplying 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.
104Supplying 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.
105Supplying all materials, labour, T&P and making M.S. Step Iron in 20mm 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.
106Supplying 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.
107Supplying 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.
108Supplying 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.
109Supplying 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.
110Supplying all materials, labour T&P and fixing Ceramic Tiles in floors on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing complete as per specificat. A) Ground Floor
111B) 1ST Floor Same as G.floor
112Supplying all materials, labour T&P and fixing porcelain glazed tiles in dados skirting, on 12mm thick C.P. (1:3) jointed with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing complete as per direction of Engineer-in-Charge. A) Ground Floor
113Same as G.floor
114Factory 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 as per specification and direction of the E.I.C 8x (0.75+ 2.10 + 2.10)
115Factory 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. 8 x (0.73 x 2.05)
116European water closet with P trap plain
117Supplying 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. 580mmx440mm size White Orissa pan
118Supplying all materials, labour T&P and fitting & fixing 10 Litres capacity low level cistern with a pair of cast iron of m.s. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float, c.p. brass handle, unions and couplings for connection with inlet, outlet and overflow pipe. 32 mm C.P flush bend 15mm PVC inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main etc. all complete as per specification and direction of E.I.C (Neycer/Cerra/ Parry ware/ Hindware)
119Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with C.I/M.S brackets painted white including holes in walls and making good the damages etc. all complete as per P.H specification and direction of E.I.C.-550mmx400mm size wash hand basin . (Cerra/ Parry ware/ Hindware)
120Fixing of Pedestrial for W.H.B
121550x450x200 mm stainless steel kitchen sink (Mousumi make)
122Supplying all materials, labour, T&P and cutting holes through brick/stone masonary works including making good the damages in cm (1:4) for taking GI / PVC pipes and making good the damages etc all complete as per P.H specification and direction of the E.I.C. a) Cutting Hole (250 mm thick wall)
123Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings 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. (jaquar)) 15mm dia CP long body bib cock
12415mm dia CP Bib Cock (Sort Body)
12515mm dia CP Two way angle/Bib Cock
12615mm dia CP Health Fuccet
12715mm dia CP Angle Stop Cock
12815 mm dia CP Pillar Cock
12915mm dia CP concealed stop cock
13015 mm C.P flange
131a) Fixing of 20mmx450mm long CP towel rail
132CP towel ring
13325mm dia U-PVC Ball Valve[Metal Ball]
13432mm dia U-PVC Ball Valve[Metal Ball]
13515mm x 225mm long size CP shower arm
136450mmx125mm size plate Acrylic shelf
137Fixing of Glass Mirror 600mmx450mm size B.E mirror (fixed type)
13815 mm C.P Extension piece 50 mm long
139CP liquid soap holder
140Supplying all materials, labour, T&P and fitting and fixing U-PVC soil waste ventilating pipes of and fittings of the following outside diameter of 4kg/cm2 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. a) 110mm dia PVC SWR pipe
141110mm dia Plain bend
142110mm U-PVC door bend
143110mm U-PVC door Tee
144110mm dia cowl
145125mm dia CP grating
146110mm dia PVC P trap
147110mm dia PVC SWR offset
14875 mm dia PVC SWR Pipe
14975mm PVC SWR plain bend 450
15075mm PVC SWR door bend
15175mm PVC SWR plain bend
152Supplying all materials, labour, T&P and providing and fixing to wall or ceilling and floor PVC pipes conforming to (Sch-80) and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor testing etc all complete as per P.H specification and direction of the E.I.C. (Supreme / Ashribad)a) 20mm dia Outer dia C-PVC pipe(Internal)
15325mm dia PVC(ASTM) pipe(External)
15432mm dia PVC(ASTM) pipe(External)
155Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:1.5:3) mix using 12 mm size H.G chips, foundation concrete (1:3:6) 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. (a).Inside size 250mmx250mm
156Supplying 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
157Supplying 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. Construction of Soak way Pit Construction of Brick Soak way Pit (1.20 m dia x 2.00m Deep)
158Construction of RCC Ring Soak way Pit (0.91 m dia x 2.10m Deep)
159Supplying 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. Laying of 110 mm dia P.V.C Pipe line Allround
160Supplying all materials, labour, T&P and Fitting and Fixing of PVC water storage tank 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. 2000 Ltr capacity Sintex tank
161Supplying 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. 2000 Ltr capacit
162SINKING OF TWLabour 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 125mmdia bore-
163Drilling of 100mmdia bore-
164Lowering 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. a) Lowering of 125mm dia PVC pipe (Labour)
165Cost of 125mm dia PVC pipe (Sch-80-ISI mark)
166Cleaning 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.
167Installation of pump setSupply of ISI mark 1.00 HP single phase vertical submersible pump set with discharge of 1800-2200 ltr/hour and a head of 45-60 Mtr of reputed make like KSB/TEXMO and equivlant including all cost conveyance and taxes etc all complete as per the direction of E.I.C.
168Supplying all labour, T&P and fitting abnd fixing of 1.00 HP single phase vertical submersible pump set with commissioning and testing etc all complete as per the direction of E.I.C.
169Supplying all labour, T&P and fitting abnd fixing of ISI mark DOL starter of reputed make like BCH or equivalent for 1.00 HP single phase submersible pump including all cost, conveyance of all taxes etc all complete as per the direction of E.I.C.
170Supplying all labour, T&P and fitting abnd fixing of three core flat cable (1.5 mm2) of ISI mark of reputed make like BCH/Finolex or equivalent and connecting the pump and starter including all cost, conveyance and taxes etc all complete as per as per the direction of E.I.C.
171Supplying all labour, T&P and fitting abnd fixing of plastic rope MS well cover, MS clamp, stainless steel short piece, bend and socket including all cost, taxes etc all complete as per as per the direction of E.I.C.
172Supplying all labour, T&P and fitting abnd fixing of HDPE pipe and fitting with making connection to pump set including all cost, taxes etc all complete as per as per the direction of E.I.C. A) 32mm dia HDPE pipe Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57090652
AUTHORITY Government Departments
TENDER VALUE 94.37 Lakhs
LAST DATE 28-08-2026
Authority
Authority Name Rural Works Department
Work Description Tender for Construction Of 4Nos F Type Quarter Building At Phc Jarapada For The Year 2023-24 In The District Of Angul.
Basic Detail
Tender No Online AGL-12
Bidding Type Tender
Location
City Anugul
State Odisha
Key Dates
Publish Date 19 Aug 2026
Submission Date 28 Aug 2026
Open Date 29 Aug 2026
Finance
Tender Value 94.37 Lakhs
Tender Fee 10000
EMD 94400
Exemption Available
Document List
2688437e-db13-4bde-8a39-39e599c45931.html
BOQ_606663.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Aug 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

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html

2688437e-db13-4bde-8a39-39e599c45931.html

xls

BOQ_606663.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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