Tender For Development Of New A Site Ro At Location Within 4 Km From Dapchhuah Bridge On Nh 108, District: Mamit, Mizoram Under Silchar Divisional Office Of Ioaod State Office.
Tender Value
1.16 Crore
Estimated cost
Bid Submission
06 Aug 2026
6 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aizawl → Mizoram
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of New A Site Ro At Location Within 4 Km From Dapchhuah Bridge On Nh 108, District: Mamit, Mizoram Under Silchar Divisional Office Of Ioaod State Office.
BOQ
| Sl. No. | Item Description |
| 1 | TRANSPORTATION AND INSTALLATION OF 2X20 |
| 2 | ii) In earth pit with RCC matt raft as per standard Drg. ENG/314 |
| 3 | iv) S/L Threaded A/G HD MS Pipes of 40 mm dia with fittings,Painting |
| 4 | ii) S/L Welded U/G HD MS Pipes of 80mm dia with fittings,doping |
| 5 | iv) S/L Welded U/G HD MS Pipes of 40mm dia with fittings,doping |
| 6 | Supply and Laying of 80 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling & back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125. |
| 7 | iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting |
| 8 | iii) 15/20 KL Tank with fittings : 0 - 30 Km |
| 9 | iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km |
| 10 | Chemical Earthing with Copper Bonded Rod suitable for current carrying capacity of 15kA for 1 second - Supply of chemical earthing Cu Bonded High Tensile Low Carbon Steel Rod of dia not less than 17mm electrode complying to UL 467 Requirements & suitable for current carrying capacity of 15kA for 1 second, exothermic welded & 3Mtr long |
| 11 | ii) 32 x 6 mm G.I.strip |
| 12 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 13 | vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm) |
| 14 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 15 | Providing Neat cement punning |
| 16 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm: |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 18 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand & manufacture on steel galvanised iron/steel works |
| 19 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 20 | iii) 32SWG SS wire mesh both sides of existing U vent hood 40mm dia |
| 21 | iii) Supply & installation of U type CS bend on vent pipe of 40 mm dia |
| 22 | Supply and fixing Pressure Vacuum Valves of 2 inches for fixing to the Vent Pipes of Underground MS tanks. The valve should be in closed position at normal operating pressure of the tank. The Valve shall be capable for activation at set pressure of 3\\" ± 0.5 water column to release excess pressure of tank to the atmosphere and open at vacuum of 8\\" ± 2.0 water column to induce the atmosphere pressure to the tank. PV valve should be diaphragm of dead weight or spring loaded type or combination of any. The weight of the PV valve shall not exceed 2.0 kg. top of the valve shall be provided with cover/cap/ weather hood to prevent the entry of rain water. Valve material,Cover and adopter shall be of Aluminium/polypropylene, diaphragm if used should be of Neoprene, O ring should be of rubber/neoprene, Net/Mesh Pressure puppet ,Vacuum puppet,screws and spring should be of stainless steel. Suitable adopter with one end fitted with valve and the other end should have threading for fixing on Vent pipe of 40mm. PV valves shall have: UL 842 certification of CARB approval or test certificate from any Govt.lab. PV valve shall have PESO approval. |
| 23 | i) 80 mm dia Aluminium camlock coupling - Male only |
| 24 | i) 50 x 10mm G.I. Strip |
| 25 | i) 450 X 300 X 250 mm |
| 26 | Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip i/c cost of 1 no. crocodile clip (for tanker earthing & other job) |
| 27 | CONST.OF DU ISLAND, INSTALLATION OF DUs |
| 28 | i) All kinds of Soil |
| 29 | i) Local Fine Sand within grading zone IV |
| 30 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 31 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 32 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 33 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 34 | Supply and Laying of 50 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling & back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125. |
| 35 | iii) 3 Core x 1.5 sq. mm. (copper) |
| 36 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 37 | vii) 3 Core x 2.5 sq. mm |
| 38 | vii) 3 Core x 2.5 sq. mm |
| 39 | iv) 25 x 6 mm GI strip |
| 40 | iv) 40 mm OD / 32 mm ID |
| 41 | iii) 6A to 32A DP MCB |
| 42 | i) 2 product - 4 nozzle MPPs/MPDs |
| 43 | Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge |
| 44 | vii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km |
| 45 | viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km |
| 46 | xi) MPD/MPP pumps upto 2 nos., 0-30 Km |
| 47 | xii) MPD/MPP pumps upto 2 nos., Add extra for every additional Km above 30km |
| 48 | iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping |
| 49 | iii) S/W Slipon flanges of 50 mm dia. conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein |
| 50 | iii) S/I Screwed type GM Ball Valve of 50 mm dia |
| 51 | iv) 5KVA stabilizer |
| 52 | iii) 500VA CVT |
| 53 | CONSTRUCTION OF BUFFER STRIP |
| 54 | i) All kinds of Soil |
| 55 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 56 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 57 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 58 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 59 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 60 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 61 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 63 | AIR FACILITY |
| 64 | i) All kinds of Soil |
| 65 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 66 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 67 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 68 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 69 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 70 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 71 | i) Local Fine Sand within grading zone IV |
| 72 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 73 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 74 | ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) |
| 75 | iii) 3 Core x 1.5 sq. mm. (copper) |
| 76 | iii) 6A to 32A DP MCB |
| 77 | iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works |
| 78 | Tyre Inflator Supply & installation of Digital tyre inflator which is microprocessor based, automatic air pressure controller with solenoid controlled nozzle for automatic fill and release functions. Complete with weather proof cabinet, 3 digit LED displays with backlight illuminations i.e. one for actual tyre pressure and another for set pressure. Air filter, remote controller, cables, PVC hose pipe and working pressure upto 10bar (Excluding civil work for foundation,etc.) |
| 79 | Monolith Foundation |
| 80 | Monolith Foundation |
| 81 | YARD LIGHTING AND ELECTRIFICATION |
| 82 | xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS |
| 83 | xviii) 3.5 Core x 50 sq. mm |
| 84 | Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 85 | x) 8 S.W.G. Cu. Wire |
| 86 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 87 | vii) 3 Core x 2.5 sq. mm |
| 88 | vii) 3 Core x 2.5 sq. mm |
| 89 | i) All kinds of Soil |
| 90 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 91 | i) Foundations,footings,bases of column |
| 92 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 93 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 94 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 95 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 96 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 97 | i) S/E of 7 Meter high galvanised Octagonal pole with top 70mm (A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides) |
| 98 | ii) S/E of 9 Meter high galvanised Octagonal pole with top 90mm(A/F), bottom 158mm (A/F), made up of 3mm thick plate having a base plate of size 285 x 285 x 16 with double arm 1500mm long bracket arm made up of 48 O.D. pipe with EN grade galvanised foundation bolts & anchor plate on suitable concrete foundation as per standard drawings enclosed herein (Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. Of 250W Metal halide luminaries (on opposite sides) |
| 99 | i) S/E Arm \\" L \\" bracket 38/50mm dia on pole, as per specifications and direction of Engineer in charge |
| 100 | ii) \\"L\\" Pole |
| 101 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 102 | SALES BUILDING & ELECTRIFICATION WITH TO |
| 103 | i) All kinds of Soil |
| 104 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 105 | i) Local Fine Sand within grading zone IV |
| 106 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil |
| 107 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 108 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 109 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 110 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 111 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 112 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 113 | iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 114 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 115 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 116 | iii) Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 117 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 118 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement |
| 119 | viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 120 | Providing and fixing 150 mm bright finished chrome plated brass hanging type floor door stopper with rubber cushion necessary brass screws, etc. complete. to suit shutter thickness complete |
| 121 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. |
| 122 | Providing & fixing chromium plated brass 100mm mortice latch & lock with 6 levers & a pair of lever handles with necessary screws etc complete (best make of approved quality). |
| 123 | i) Non Decorative finish |
| 124 | i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 125 | ii) 110 mm |
| 126 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 127 | iii) 15mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) on rough side of half or single brick wall |
| 128 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 129 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 130 | Finishing walls with textured exterior paint of required shade (2 or more coats applied @ 3.28 ltr/10 sqm, over and including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 131 | Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm |
| 132 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 133 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 134 | iii) For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 135 | ii) 12mm thick particle board with Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, Grade I |
| 136 | ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm) |
| 137 | ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) |
| 138 | ii) Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 139 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately). |
| 140 | vi) Granite stone/Makrana White second quality in flooring |
| 141 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. |
| 142 | Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete. |
| 143 | i) 75 mm diameter |
| 144 | ii) 110 mm diameter |
| 145 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 146 | i) C.P. brass |
| 147 | ii) 100mm inlet & 75mm outlet SCI S&S as per IS - 3989. |
| 148 | i) 15 mm nominal outer dia Pipes |
| 149 | iii) 25 mm nominal outer dia Pipes |
| 150 | iv) 32 mm nominal outer dia Pipes |
| 151 | i) 15 mm nominal bore |
| 152 | i) 15 mm nominal bore |
| 153 | iii) 40 mm nominal bore |
| 154 | Constructing masonry Chamber 30x30x50 cm, inside brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with CI surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 155 | Constructing masonry Chamber 90x90x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice valves etc, with CI surface box 100 mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation,foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: With Common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 156 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 157 | i) 100x100 mm size P type with common burnt clay bricks of class Designation 7.5 |
| 158 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 159 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 160 | iv) 34.00 mm OD SS pipe |
| 161 | i) 15.88 mm OD SS pipe |
| 162 | i) 1HP Jet |
| 163 | Providing and fixing front operated concealed cistern Kohler cat no- K-77029IN-M-NA or equivalent make with loop type actuator plate complete including integrated angle stop valve, flush bend with protective cover, slotted flat irons, fastening brackets and flushing pipe etc. as per specification and direction of Engineer-in-charge. |
| 164 | Providing and fixing first quality (heavy duty) type glazed vitreous china P or S trap Wall hung coloured water closet, seat cover, CP nuts, bolts and other necessary fittings all complete and as per specification and direction of Engineer-in-charge. |
| 165 | Providing and fixing Chrome Finish SS Health faucet with 8mm dia, 1 meter long SS braided rubber hose pipe and wall hook with N.R.V, Jaguar make cat. No. ALD-577 or equivalent all complete, as per specification and direction of Engineer-in-charge. |
| 166 | ELECTRIFICATION WORK |
| 167 | Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL. |
| 168 | i) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 169 | i) Supplying and drawing following 2 pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 170 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 171 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire |
| 172 | iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire |
| 173 | iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire |
| 174 | iii) 4 module frame |
| 175 | v) 8 module frame |
| 176 | viii) 15 A Modular switch |
| 177 | xii) Fan Regulator of stepped modular type |
| 178 | i) S/E 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 4 Nos. for each phase. |
| 179 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watt, having IP65 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers and accompany LM79 / IS 16106 test reports and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminarie etc. |
| 180 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watt, having IP20 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers & accompany LM79 / IS 16106 test reports & reference/batch nos of LEDs & fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminarie etc. |
| 181 | iii) 1200 mm sweep |
| 182 | ii) 9\\" dia light duty, make Khaitan or equivalent |
| 183 | Supplying and fixing of MV Lightining Arrestor horn gap type as required |
| 184 | Formation of lighting protection arrangement with supply of 1.0 M height spike and erection at top most portion of structure/building and connecting the same to earthpit by 40x6mm GI strip (excluding supply and laying of GI strip) |
| 185 | Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 186 | SEPTIC TANK |
| 187 | i) All kinds of Soil |
| 188 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 189 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 190 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 191 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 192 | vii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:3 (1 cement : 3 coarse sand) IN FOUNDATION AND PLINTH |
| 193 | i) 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 194 | iii)150 mm dia. pipe |
| 195 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 196 | PAVER BLOCK (580 SQ M) |
| 197 | i) All kinds of Soil |
| 198 | i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired |
| 199 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 200 | ii) M40 grade 80 mm thick Plain finish |
| 201 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 202 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 203 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 204 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 205 | APPROACH (300 SQ M) |
| 206 | i) All kinds of Soil |
| 207 | i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired |
| 208 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 209 | ii) M40 grade 80 mm thick Plain finish |
| 210 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 211 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 212 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 213 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 214 | Culvert |
| 215 | i) All kinds of Soil |
| 216 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 217 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 218 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 219 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 220 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 221 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 222 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 223 | Providing Neat cement punning |
| 224 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 225 | i) Foundations,footings,bases of columns, etc. for mass concrete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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