Tender For External Water Supply To Angul Aluminum Park From River Bramhani
Tender Value
25.50 Crore
Estimated cost
Bid Submission
03 Sep 2026
11 days left
EMD
25.50 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anugul → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for External Water Supply To Angul Aluminum Park From River Bramhani
BOQ
| Sl. No. | Item Description |
| 1 | Cutting asphalt or bituminous road of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of all labour, T & P etc. all complete as per the direction of engineer-in-charge. |
| 2 | Cutting concrete road of grannualar course of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of all labour, T & P etc. all complete as per the direction of engineer-in-charge. |
| 3 | Excavation for roadwork Hard Rock (blasting prohibited) with hydraulic excavator including cutting and loading in tippers. trimming bottom and side slopes, in accordance with requirements of line grades and cross sections, and transporting to the embankmentLocation within all lifts and lead upto 1000 m. |
| 4 | Supply of ISI Marked Centrifugally Cast (Spun) K - 9 & k-7 Class Ductile Iron Socket & Spigot Pressure Pipes in standard length with internal cement mortar lining and external bituminous coating conforming to IS 8329:2000 and its subsequent amendments & ISI Marked SB/EPDM Rubber Gasket (IS:5382) for Push-on type Flexible Joints of DI Pipes,including inspection, transportation, handling, loading, unloading, stacking, etc. all complete as per specification and direction of Engineer-in-charge. (Cost of rubber gaskets shall be inclusive in the cost of pipes of different diameters.)( Upto 200 mm we can use DI,K-7and above DI,K-9) |
| 5 | Pipe Cost |
| 6 | 200mm dia DI (K7) |
| 7 | 500mm dia DI (K9) |
| 8 | Laying With Carrage Cost |
| 9 | 200mm dia DI (K7) |
| 10 | 500mm dia DI (K9) |
| 11 | Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work) |
| 12 | Special |
| 13 | 200mm dia DI (K7) |
| 14 | 500mm dia DI (K9) |
| 15 | Special Laying |
| 16 | 200mm dia DI (K7) |
| 17 | 500mm dia DI (K9) |
| 18 | Total- |
| 19 | Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete . |
| 20 | 200mm diameter |
| 21 | 500mm diameter |
| 22 | Fixing DI Resilient Seated Glandless Gate Valve of RATING PN - 1.60(IS 14846/2000) with double flanged ends (with wheel) for water works purpose for the following rating & nominal diameters but (including cost of Sluice Valves) |
| 23 | For Installationof Sluice Valve in Water Supply Pipe Line for controlling flow & scouring Purpose. |
| 24 | 200mm Dia Sluice With Hand Wheel & Without bypassarrangements.(P.N 1.6) |
| 25 | 500mm Dia Sluice With Hand Wheel & Without bypassarrangements.(P.N 1.6) |
| 26 | Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specificationcomplete. |
| 27 | 150 mm Dia Tamper Proof Kinetic Air Valve |
| 28 | Supplying all materials,labour and T&P and constructing brickmasonry chamber as per P.H. specification and design all complete including RCC Cover Slab (per each) |
| 29 | Construction of brick masonry sluice valve Chamber of size(0.75mx0.75mx1.49m) |
| 30 | Construction of brick masonry sluice valve Chamber of size(1.4mx1.4mx2.0m) |
| 31 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specification of following nominal dia and including transportation of pipes and fitting to site etc all complete asper the direction of E.I.C. |
| 32 | 200mm dia M.S.Pipe (6.30mm thick) |
| 33 | 200mm dia M.S. Flange.(12mm thick) |
| 34 | 200mm dia x 90' M.S. Bend |
| 35 | 200mm dia M.S. Flange Joint |
| 36 | 500mm dia M.S. Flange Joint |
| 37 | 500mm dia M.S.Pipe (11 mm thick) |
| 38 | 500mm dia M.S. Flange.(16mm thick) |
| 39 | 500mm dia x 90' M.S. Bend |
| 40 | Supplying all labour and T&P for cutting of following dia MS pipe offollowing thick in treanches by gas cutter set of pocket etc all complete |
| 41 | 200mm dia |
| 42 | 500 mm dia |
| 43 | Total- |
| 44 | Welding with two welding beads/pass, conforming to IS:816-1998(Fillet weld) to MS pipes and fittings at site |
| 45 | 200mm dia |
| 46 | 500 mm dia |
| 47 | Total- |
| 48 | Filling in foundation and plinth with excavated materials includingwatering and ramming as directed by the Engineer-in-charge. |
| 49 | Total Excavation Quantity |
| 50 | Deduction for Pipe |
| 51 | 200mm dia DI (K7) |
| 52 | 500mm dia DI (K9) |
| 53 | Total Excavation Quantity |
| 54 | Backfilling Quantity Sand |
| 55 | CC (1:3:6) |
| 56 | CC (1:2:4) |
| 57 | Total- |
| 58 | Supplying all materials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge. |
| 59 | 200mm diameter |
| 60 | 500mm diameter |
| 61 | Total- |
| 62 | Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending the C.CRoad) |
| 63 | 200mm diameter |
| 64 | 500mm diameter |
| 65 | Total- |
| 66 | Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete asp[er the direction of Engineer-in-charge. |
| 67 | 200mm diameter |
| 68 | 500mm diameter |
| 69 | Total- |
| 70 | Supplying all materials, labour, and T&P for removal/carriage of excavated earth from site to a distance 5 km away etc all complete and as per the specifications and directions of engineer-in-charge. |
| 71 | Total Excavation Quantity |
| 72 | Filling in foundation and plinth with excavated materials |
| 73 | Total- |
| 74 | Supply and Pushing of 900 mm dia 17.50 mm thick MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway/ NH/SH, below ground at all depth under running traffic condition as per the ISstandard including carrying out survey work at the job site for determining under ground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment's for completion of works. mobilizing of machineries and specialimd crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield andconstructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Authority, crane for handing of pipe andany other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by authorities, specification and the direction of the Engineer. Including Protective coating/ lining Note- 1. Maual Pipe jacking is not permitted for workmen safety Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/ inspection chamber's wall shall deemed to be included in the item of manhole/ inspection chamber shall not be payable. |
| 75 | Construction of RCC Pillar of size 0.90 x 0.50 x 2.70m |
| 76 | Construction of RCC Thrust Block of size 1.5 x 1.5 x 1.3 m (DetailedEstimate attached in Annex-B) |
| 77 | Providing, erecting, testing and commissioning of Polder Submersible Pump Set complete with submersible motor, suction strainer, delivery flange, power cable and necessary accessories, suitable for 415 V ±10%, 3 Phase, 50 Hz AC supply. The pump set shall be installed inside a suitably designed MS fabricated cage/frame with wire-mesh filtering, having opening size asrecommended by the manufacturer considering solid-handlingrequirements. The cage shall be suitably anchored and provided with necessary restraining/supporting arrangements as recommended by the manufacturer. The intake arrangement shall be suitably protected against floating materials and debris, ensuring free flow of water to the pump suction. Complete with all necessary fixing, anchoring and other accessories required for satisfactory installation, testing and commissioning. |
| 78 | 70 HP (2W+1S) 3 nos. |
| 79 | SITC of L.T. indoor floor /wall mounted type PLC compatible distribution boards of required rating of Microprocessor based MCCB for both incommer, from 160KVA DG sets and 250KVA, 11/0.4KV Transformer, online changeover, SPD, outgoing MCCB with soft-starter for 3nos 70HP Polder submersible pumps, APFC arrangement to maintain 0.99PF, spare feeder for pump house, control room, street light/area light, drinking water pumps, MFM as required accessories etc. made out of 2mm thick CR sheet metal cubicle fixed on MS. channel base, duly acid treated for derusting,primered and painted with 2 coats of enamel paint of approved shade, dust, damp & vermin proof, having hinged door and compartmental arrangement for each equipment, cable alley chamber in each outgoings & busbar chamber on the top of the panel running horizontally, having provision for cable/ conduit entry, earthing studs as per specification mentioned below duly factory wired conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete and also required power cabling & connection from MDB to motor, 50mmdia 3mtr long G.I medium pipe earthing with accessories, interconnecting G.I flats etc as per the direction of Engineer-in-charge. |
| 80 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium) confirming to specification of following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C. |
| 81 | Pumping Arrangement |
| 82 | 200mm dia M.S.Pipe (6.30mm thick) |
| 83 | 200mm dia M.S. Flange.(12mm thick) |
| 84 | 200mm dia x 90' M.S. Bend |
| 85 | 200mm dia M.S. Flange Joint |
| 86 | 250mm dia M.S.Pipe (6.30mm thick) |
| 87 | 250mm dia M.S. Flange.(12mm thick) |
| 88 | 250mm dia x 90' M.S. Bend |
| 89 | 250mm dia M.S. Flange Joint |
| 90 | Supplying all labour and T&P for cutting of following dia MS pipe of 8mm thick in treanches by Flame cutting set of pocket etc allcomplete |
| 91 | 200mm dia |
| 92 | 250mm dia |
| 93 | Total- |
| 94 | Supplying all labour and T&P for jointing following dia MS pipe up to 8.0mm thick in treanches by electric arc welding & genetatorset of pocket etc all complete |
| 95 | 200mm dia |
| 96 | 250mm dia |
| 97 | Total- |
| 98 | Supplying all materials Labour & T & P for Fixing Ductile Iron Sluice Valve / NR Valve with double flanged ends for water works purposes conforming to IS specification for the following nominal diameters as per specification complete including cost ofSluice valve . |
| 99 | 250mm dia D/F Sluice Valve (PN1.6) Vag/Talis make |
| 100 | 200 MM NRV |
| 101 | 500 MM NRV at Main RWRM |
| 102 | Supply, installation of chemical earthing with crystalline conducting material for Back Fill Compound & installation of Maintenance Free Earthing Electrode with ISI mark G.I. Pipe dia 50mm as Secondary electrode with wall thickness of 2.6mm and the primary earthing electrode will be 25mm x 6mm hot dipped galvanized strip filled with a highly conductive & non-corrosive compound in between the primary earthing & the secondary earthing. A solid G.I. Base plate of 300 x 300 mm seals the unit at the bottom. Ground filling compound will be provided in 25kg per bag - 2nos. Excavation of earth pit refilling, Precast RCC chamber with lid etc. all complete as per the site requirement. |
| 103 | Supply and delivery of Actuator control sluice valve of PN 1.6 with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof . Fitting and fixing of sluice valves with tail pieces, nesaceery rubber packing, SS 204 nut bolt including labour, T&P, transportation to site from store and fixing the surface boxes with electric actuator resistant to high pressure and robust design, torque 7-2000 Nm, motion range 0-360°, voltage 220V AC, applicable for actuating multi-turn valves, with Case Body, Opening Mete, Inlet Wire Lock, Rubber Cover of Handle Shaft, No-Bracket Installation, Gear Box Cover, Electric Cover, Wiring Cover, Handle Shaft Cover, Output Shaft & Adapter and completed as per specification and directions of Site Engineer / Engineer-in-Charge. |
| 104 | 200mm dia Pump Delivery Pipe |
| 105 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum with linear scale and all complete as per the direction of Engineer-in-charge. |
| 106 | Pressure Transmitter :Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following technical parameters at Raw Water Pump House and Interfacing with PLC panel including mounting arrangement along with snubber and needle valve, 1.0 sq.mm 2 core copper braided screen cable Wire, screw, grip & clamp for DI / MS pipe fitting.Output 4-20 mA / HART Power supply - 24V DC ext. Display - 4\\" LEDAccuracy - +/- 0.1 % of full scaleor betterEnclosure- IP 68 and all complete as per the direction of Engineer-in-charge. |
| 107 | Supply & installation of full-bore type electromagnetic water flow meter at various locations for monitoring volume of water flow, with following technical specification: Drinking Water Application, Liner:-Hard rubber, Process Connection:- PN10, St37-2/FE 410W B, flange EN1092, Electrodes:- 1.4435/3161, Calibration: 0.5%, Approval: Nonhazardous area Housing Field Alu, Sensor IP68 NEMA6P, Cable, Remote Version: 20 m coll and signal cable, Power Supply: 20-28VDC/11-40VDC Display: 2-line, push buttons, all Complete Works as per specification and directions of Site Engineer / Engineer-in-Charge Make- KROHNE MARSHALL, E&H, ADEPT, ABB, SIEMENS |
| 108 | Common Header and Inlet of Storage. |
| 109 | Supply with fitting and fixing of of D.I. Mechanical Dismantling Joints for use to main uninterrupted water supply in the pipeline in case of repair of Flow meter as per specification and direction of Enginer - in -charge |
| 110 | Common Header and Inlet of Storage. |
| 111 | Supply of 500 mm (DN500) PN16 Surge Anticipation Valve complete with pilot control system, isolation valves, pressure gauges, tubing, fittings, and accessories as per specification and direction of Enginer -in - charge. |
| 112 | PLC panel for Raw water pump House with Three or four Pumps Design, manufacture, supply, installation, testing and commissioning of indoor typePLC panel of size approx. 1000mm X 700 mm X 1500mm(LBH), fabricated out of min. 2mm thick CRCA sheet powdercoated to Siemens gray color.The Panel shall be provided with reputed make PLC with following accessories as well as input output configuration. The PLC shall be programmed with IEC 61131 standards for control, monitoring and communication of equipments & instruments at Raw water Pumphouse. PLC shall have Ethernet port & protocal for Modbus TCP communication with following IO DI –16 num DO – 16 num AI –16 num AO – 8 num 7 inch color TFT HMI complete with programming shall be provided to interact with PLC. The panel shall include all the accessories (not limited to following) to achieve purpose of smooth & trouble free operation of pump house. MCB 10A DP – 1num ,MCB 4A DP – 4 num, 24 VDC Power Supply 10A – 1 num, Push Buttons – 7 num Selector Switch - 2 num , Control Contactor – 4 num ,Annunciator with 6 Windows,NO to NC Type Electronic Hooter – 1 num ControlTransformer – 1 num,Emergency PB – 1 num,Panel Cooling Fan – 1 num,Panel Light with Door Switch –1 num Control Indication Lamp–5 num,Wiring + TB etc – 1 lot,Hardware – 1 lot. |
| 113 | Providing, fabricating, constructing, erecting, testing and commissioning of canal/balkha crossing for the pipeline by suitable RCC or Mild Steel (M.S.) supporting structure, including all civil, structural and allied works such as foundations, pedestals, anchor blocks, pipe supports, saddles, bearings, protective coating/painting, anti-corrosive treatment, excavation, backfilling, dewatering, lifting, installation, testing and commissioning,complete in all respects, as per approved drawings, site requirements, and the directions of the Engineer-in-Charge, strictly conforming to the guidelines, specifications and approvals of the Department of Water Resources (DoWR).The Payment to be made on this item as per actual execution of work in prevailing SOR/Analysis of rates at the time of inviting this tender. |
| 114 | Providing, erecting, maintaining and dismantling temporary barricading along the pipeline trench using approved barricading materials such as M.S. frames, G.I. sheets, caution tape, reflective safety barriers, traffic cones, warning signs, blinkers/night lamps and other necessary safety arrangements to safeguard pedestrians, vehicular traffic and workmen during excavation, pipe laying, testing and backfilling operations. The item shall include installation, maintenance throughout the execution period, shifting as required, and complete removal after completion of the work, all in accordance with the directions of the Engineer-in-Charge and relevant safetystandards. |
| 115 | Design, supply, installation, testing and commissioning of 160 kVA(128 kW), 415 V, 3-phase, 50 Hz, CPCB-IV+ compliant silent Diesel Generator Set complete with diesel engine, brushless alternator, AMF/Auto Synchronizing Control Panel, acoustic enclosure, integral fuel tank, batteries with charger, anti-vibration mountings, residential silencer, exhaust piping, foundationbolts, earthing, inter-connecting power and control cables, termination, testing, commissioning and all allied civil and electrical works, earthing with interconnecting flats complete in all respects as per relevant IS specifications, CPCB norms and the directions of the Engineer-in-Charge. |
| 116 | Supply, erection, testing and commissioning of complete electrical system comprising 250 kVA, 11/0.433 kV outdoor copper wound distribution transformer with required 11KV line from tapping point to sub-station, DP structure with accessories, 400A MCCB feeder pillar, earthing with connecting flats, required LT aluminium armoured cable from feeder pillar to MDB etc complete as required and as per the direction of E.I.C |
| 117 | Providing and fixing heavy-duty roller centralizers suitable for 500 mm dia carrier pipe inside 900 mm dia M.S. casing pipe, comprising stainless steel/M.S. clamping bands, HDPE/nylon rollers, nuts, bolts and accessories, complete with installation during insertion of the carrier pipe through the casing pipe for HDD/Railway crossing, including all labour, tools, tackles and incidental charges, complete as per approved drawings and the directions of the Engineer-in-Charge. |
| 118 | Clearing and grubbing roads and land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. |
| 119 | Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge. |
| 120 | Upto 1.5mtr Depth |
| 121 | Filling the Foundation and Plinth, Sides of Foundation, etc. with excavated materials (excluding rock), in layers not exceeding 0.225 m in depth including cost of watering, ramming, dressing and levelling the top to proper level & gradient, cost of labour, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge. |
| 122 | (a)Ground Floor |
| 123 | Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge. |
| 124 | (a)Ground Floor |
| 125 | Supplying, diluting and preparing chemical emulsion like Imidacloprid 30.5 % SC or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as Pre/Post-Constructional Anti-termite Treatment confirming to IS 6313 (Part-II) including the cost of all materials, cost of all labour, conveyance, loading, unloading, T&P, etc. all complete as per the direction of Engineer-in-Charge. |
| 126 | (a)Ground Floor |
| 127 | Supplying and Filling with Sand in Foundation and Plinth in layers not exceeding 20 cm in depth, well watered and compact , top surface dressed and levelled to proper level and gradient including cost of all materials , conveyance, royalties, loading, unloading, cost of all labour, T&P, etc.All compelete as per the dirrection of Engineer-in-charge. |
| 128 | (a)Ground Floor |
| 129 | Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation & floor using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. |
| 130 | Ground Floor |
| 131 | Providing 375mm Pile foundation with RCC M25 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring including cost of./Tor steel and labour charges for cutting, bending and binding of steel. |
| 132 | Providing 300mm Pile foundation with RCC M25 using 12mm size black hard granite (Crusher broken) stone chips including cost of boring including cost of./Tor steel and labour charges for cutting, bending and binding of steel. |
| 133 | Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25 Including the cost of Centering and Shuttering (minimum cement content not less than 403 Kg/Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103 ) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement. |
| 134 | (A)R.C.C. foundation and footing bases of columns mass concrete pre-castslab etc. |
| 135 | (a)Ground Floor |
| 136 | R.C.C. Plinth Beam |
| 137 | (a)Ground Floor |
| 138 | (B)R.C.C. Column &cRoof Beam |
| 139 | Ground Floor |
| 140 | (C) R.C.C. Slab |
| 141 | Ground Floor |
| 142 | R.C.C. lintel |
| 143 | Ground Floor |
| 144 | Providing & fixing TOR Fe-500 HYSD Reinforcement bars (SAIL /TATA/JINDAL/SHYAM) of required diameter and approved quality for Reinforced Cement Concrete work including straightening, cutting, bending, binding, welding(if approved) , joining (if necessary), tying the grills, hoisting, lowering and placing in position as per the approved design & drawings (BBS) with provision of standard fan hooks including the cost of all materials, cost of all labour, conveyance, loading, unloading, cost of binding wires of 18 to 20 gauge, T&P, etc, all complete as per the direction of Engineer-in-Charge.Note: (Linear measurements will be taken & quantity will be calculated on standard weight. Lap length of bars & Weight of binding wire will not be considered for measurement and payment). |
| 145 | Ground Floor |
| 146 | Providing and laying Brick Masonry work in Foundation & Plinth using Fly ash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance + 2 % confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge. |
| 147 | (a)Ground Floor |
| 148 | Providing and laying Brick masonry work in Superstructure using Fly ash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance + 2 % confirming to IS 12894 and IS 2212 in cement mortar (1:4) for Half Brick Masonry Wall with provisions for 2 nos 6mm dia MS bar at each 4th layer after immersing the bricks for minimum6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge. ( Excluding Cost Of Steel Reinforcement ). |
| 149 | Ground Floor |
| 150 | Providing and laying of Full Brick Masonry work in Superstructure using Fly ash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance + 2 % confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge. |
| 151 | Ground Floor |
| 152 | Providing 16mm thick cement plaster in cement mortar (1:6) to the surfaces of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.(inner side) |
| 153 | Ground Floor |
| 154 | Providing 12mm thick cement plaster in cement mortar (1:6) to the surface of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading,royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.(Outer side) |
| 155 | Ground Floor |
| 156 | Providing 12mm thick cement plaster in cement mortar (1:4) with neat cement punning including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, taxes, royalties, cost of all labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge. |
| 157 | Ground Floor |
| 158 | Making plinth protection 100 mm thick using of M20 grade cement concrete necessary excavation, levelling & dressing & finishing the top smooth. |
| 159 | (a)Ground Floor |
| 160 | Providing average 25mm thick grading Concrete in C.C ( 1:2:2 ) using 6mm size crusher broken black hard granite chips using 2% water proofing cement compound (Make: Sika / Fosroc / Equivalent) after scraping and cleaning the roof surface and finishing smooth to proper slope and gradient including cost of all materials, conveyance, sundries,T&P watering and curing by ponding water over terrace slab etc. complete as per the direction of the Engineer-in-charge. |
| 161 | Ground Floor |
| 162 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 163 | Ground Floor |
| 164 | Supplying and finishing the plastered surface of wall using Cement Based Wall Putty (Water Based) of approved make and quality and finished smooth and even surface to receive the paint including the cost of all materials, cost of all labour, conveyance, taxes, loading, unloading, scaffolding, T&P, etc, all complete as per the direction of Engineer-in-Charge. |
| 165 | Ground Floor |
| 166 | Providing and applying 2 coats plastic emulsion paint of approved quality and shade over a coat of wall primer of approved quality to surfaces (interior) including throughly brushing the surface free from foreign materials, sand papering smooth the intermediate coats, providing necessary putty & primer including of all materials, labour, conveyance,royalties, scaffolding, watering, curing, sundries, tools and plants etc as per the direction of Engineer-in-charge. (colour & shade to be approved before procurment & use) (Make:Dulux/Nerolac/Berger/Asian Paint) |
| 167 | Ground Floor |
| 168 | Providing and Painting with Two Coats Weather Coat Paint (exterior grade) of approved make & shade manufactured by reputed manufacturer make an even finished surface over a coat of water bound cement primer in all heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete. (Make:Dulux/Nerolac/Berger/Asian Paint) |
| 169 | Ground Floor |
| 170 | Painting two coats of synthetic enamel paint over Iron Works as per approved shade of approved quality over a coat of primer, sand papering, polishing the surface including cost, conveyance,labour, T&P, scaffolding etc. as required for the work complete as per direction of Engineer-in-charge. (The paints and primer are to be approved before procurement and use) |
| 171 | Ground Floor |
| 172 | Providing and laying of 600 mm x600 mm Vitrified Floor Tiles confirming to IS: 15622 of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) |
| 173 | Ground Floor |
| 174 | Providing and laying of Vitrified Tiles in dado/skirting confirming to IS : 15622 of approved make, quality, colour and size 600mm x 600mm upto required height from floor level fixed over an under layer of 12mm thick bed of cement mortar (1:3) (1 Cement : 3 Coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces including the cost of all materials, cost of all labour, conveyance, taxes, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) |
| 175 | Ground Floor |
| 176 | Providing and laying 300mmx300mm antiskid ceramic floor Tiles confirming to IS : 15622 of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and spacer of 4mm for grouting the joints of tiles using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) to match the shade and colour, cleaning the surfaces with acid including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) |
| 177 | Ground Floor |
| 178 | Ceramic wall tile With Epoxy Grout For ToiletProviding and laying of Glazed Ceramic Wall Tiles in dado/skirting confirming to IS : 15622 of approved make, quality, colour and size 450mm x 300mm upto required height from floor level fixed over an under layer of 12mm thick bed of cement mortar (1:3) (1 Cement : 3 Coarse sand) including cutting to size, laying and spacer of 4mm for grouting the joints of tiles using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) to match the shade and colour, cleaning the surfaces with acid including the cost of all materials, cost of all labour, conveyance, taxes, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) |
| 179 | Ground Floor |
| 180 | Providing & laying granite stone flooring using 19-20 mm thick granite stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 in Stair Treads and Risers over an under layer of 20 mm thick cement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shade with typical half nosing and cutting grooves etc including cost of all labour, materials, royalties, loading and unloading, conveyance, sundries, watering and curing, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of granite tiles shall be approved before procurement and use.) |
| 181 | Ground Floor |
| 182 | Providing & laying granite stone flooring in Floors and landing using 19-20 mm thick granite stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 laid over an under layer of 20 mm thick cement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of granite tiles shall be approved before procurement and use.) |
| 183 | Ground Floor |
| 184 | Providing & laying granite stone tiles in dado/skirting using 10mm thick granite stone slab of approved quality, colour and size upto 0.4 Sqm as per IS 14223 to proper line, level and slope laid over 12mm thick cement mortar (1: 3) confirming to IS IS-1443 including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge. (Note- Sample of granite tiles shall be approved before procurement and use.) |
| 185 | Ground Floor |
| 186 | Providing and fixing 65mm X 125mm factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge.Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 187 | Ground Floor |
| 188 | Providing and fixing of 30 mm thick factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with SS 304 Grade Matt Finished 3 Nos butt hinges of Size 100mm X 60mm X 2.5mm, 1 No 250mm X 16mm Aldrop,1 No 150mm x 16mm tower bolt,2 No 150mm length Door handle with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 189 | Ground Floor |
| 190 | Supplying and fitting-fixing of 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 3.00 mm 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. |
| 191 | Ground Floor |
| 192 | Supplying, fitting and fixing of M.S. grill ,Grated doors etc made out of M.S. flats/square bars as per drawing and design fixed in position to proper plumb with cost, conveyance, Materials, labour, T&P etc. required for the complete in all respect as per the direction of Engineer-in-Charge. |
| 193 | Ground Floor |
| 194 | modified cementitious waterproofing coating over roof slab/Toilet after carrying out pond test on roof slab/Toilet, filling all defects, saturating the surface, mixing the products and then application in 2.0 mm thickness (1.8 Kg / sqm coverage rate for 1.0 mm thickness) in suitable layers complete in all respect, all materials, tools, plant & labour complete in all respect. Density 1850kg/m³ , Mix ratio (Powder to liquid) 3:1 by weight ,Water penetration Din 1048 1.5 Bar no leakage Potlife @ 25°C 2 hours & @ 40°C 30 minutes,Recoatable: 8-12 hours Elongation >42% (air) & >31% (under water),Tensile strength >20 kg/cm2 ,VOC content (HK prod code P10-17) 0.5 g/L including cost of all materials, conveyance, taxes and sundries,T&P, watering and curing by ponding water over terrace slab etc. complete as per the direction of the Engineer-in-charge. |
| 195 | Ground Floor |
| 196 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 197 | Supplying and installing Aluminium System - Sliding windows 2 track . Aluminium Systems are extruded through Nalco Billets with 6063 T6 Grade. Almost unlimited choice of colours deu to finishing techniques such as anodising and powder finishing. The system can accomodate glass with 5+8+5 clear toughened DGU. The profile manufacturer should have an authorised fabrication partner for windows assembling and installation. The windows must be installed complete with all kinds of ironmongery (including EPDM gaskets,bridging wedges and glass packers) and with suitable water draining system. Application of Silicon sealant from Inside / Outside.Supplying and installing Aluminium System - Top hung windows with top exhaust fan provision . Aluminium Systems are extruded through Nalco Billets with 6063 T6 Grade. Almost unlimited choice of colours deu to finishing techniques such as anodising and powder finishing. The system can accomodate glass with 5+8+5 clear toughened DGU . The profile manufacturer should have an authorised fabrication partner for windows assembling and installation. The windows must be installed complete with all kinds of ironmongery (including EPDM gaskets,bridging wedges and glass packers) and with suitable water draining system. Application of Silicon sealant from Inside/ Outside. |
| 198 | Ground Floor |
| 199 | InternalP.H.,External P.H.&Sanitary Works as per direction of Engineer in Charge and payment to be made as per actual execution of work considering the prevalent SoR/ Lowest market rates/Analysis of rates at the time of inviting tender |
| 200 | Internal Electrical Works as per direction of Engineer in Charge and payment to be made as per actual execution of work considering the prevalent SoR/Lowest market rates/Analysis of rates at the time of inviting tender |
| 201 | GST will be paid Extra as per Applicable Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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