Petroleum and Natural Gas Boards / Undertakings / PSU Closing in 12 days TDR #57248260

Tender For Construction Of The Remaining Works At A Site Ro Between Khusiabil Village And Nihoto Village On Rhs Towards Increasing Chainage Of Dimapur Bypass Conecting Nh29 With Nh129 (Vuqai Filling Station), District: Dimapur, State: Nagaland Under

Issued by Boards / Undertakings / PSU · Dimapur, Nagaland
Tender Value
2.44 Crore
Estimated cost
Bid Submission
11 Sep 2026
12 days left
EMD
62000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dimapur → Nagaland
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of The Remaining Works At A Site Ro Between Khusiabil Village And Nihoto Village On Rhs Towards Increasing Chainage Of Dimapur Bypass Conecting Nh29 With Nh129 (Vuqai Filling Station), District: Dimapur, State: Nagaland Under Tinsukia Do Of Ioaod State Office.

BOQ

Name of Work:- Construction of the remaining works at A Site RO Between Khusiabil Village and Nihoto Village on RHS towards increasing Chainage of Dimapur Bypass conecting NH29 with NH129 (VUQAI FILLING STATION), District: DIMAPUR, State: Nagaland under Tinsukia DO of IOAOD State Office.
Sl. No. Item Description
1BALANCE WORK FOR INSTALLATION OF 3 × 20 KL UNDERGROUND STORAGE TANKS
2iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
3i) Local Fine Sand within grading zone IV
4Painting 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.
5iii) S/I Screwed type GM Ball Valve of 50 mm dia
6i) S/I of Threaded caps of 50 mm dia for dip pipe
7ii) S/I of Threaded caps of 80 mm dia.for fill pipe
8i) 80 mm dia Aluminium camlock coupling - Male only
9i) Supply & installation of U type CS bend on vent pipe of 80 mm dia
10i) 32SWG SS wire mesh both sides of existing U vent hood 80mm dia
11Supply 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.
12iii) 15/20 KL Tank with fittings : 0 - 30 Km
13iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km
14FRP Manhole Cover - 900mm x 900mm
15CONSTRUCTION OF PUMP PLINTH, INSTALLATION OF DUs
16Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
17i) Local Fine Sand within grading zone IV
18Making 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
19Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
20iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
21Centering and shuttering including strutting, propping etc. and removal of form for :
22i) Foundations,footings,bases of columns, etc. for mass concrete
23Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
24ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
25Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels.
26iv) Granite of any colour and shade having Area of slab over 0.50 sqm
27Supply 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.
28Supply 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.
29Supply, fabrication, laying and testing of MS, BLACK, ERW, threaded pipes, heavy class conforming to IS 1239, PART I as per IOCL Specifications including pipeline fittings like bends, tee etc as required and as directed for Above Ground pipeline including surface preparation according to standard SSPC ST2 and painting with 2 coats of red oxide zinc phosphate primer and 2 coats of Synthetic enamel / aluminium finish paint as per IOCL specifications
30iv) S/L Threaded A/G HD MS Pipes of 40 mm dia with fittings,Painting
31Transportation of equipment from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank same shall be loaded by the tank fabrication contractor)
32vii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km
33viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km
34Installation of supplied Multi Product Pumps / Dispensers on pump island as per manufacturers installation manual, drawings, including supplying, providing necessary frame of ISMC 100, foundation bolts, supplying and filling required quantity of dry sand in pit(s) below the pump
35i) 2 product - 4 nozzle MPPs/MPDs
36Supply & welding slip-on flanges conforming to IS2062 GrA, ANSI B16.5, Class#150 with 3 runs of weld outside and one run of weld inside the flanges as per specifications and standard Drg.enclosed herein
37iii) 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
38CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
39iii) 3 Core x 1.5 sq. mm. (copper)
40iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
41CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
42vii) 3 Core x 2.5 sq. mm
43Chemical 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
44Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :
45i) 50 x 10mm G.I. Strip
46ii) 32 x 6 mm G.I.strip
47v) 25 x 3 mm GI strip
48x) 8 S.W.G. Cu. Wire
49MINIATURE CIRCUIT BREAKERS (MCB) Supplying & fixing of Miniature Circuit Breakers as per approved make of 10KA Breaking cpacity of following ratings
50ii) 6A to 32A SPN MCB
51MCB DISTRIBUTION BOARD INCLUSIVE OF SINGLE PHASE MCB Supply & fixing of MCB Distribution Board double door type, IP-42, inclusive of MCB, Single Phase, as per approved make of following types with all accessories such as tinned copper busbars, neutral link, earth bar, din bar, knockouts, interconnections, earth studs, etc. (MCB - 10KA Breaking Capacity)
52ii) 12 way DB with 32A DP as incoming-1No.& 6to16ASP as outgoing-12No
53iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.
54Providing & 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)
55THREE PHASE SERVO STABILIZER Supplying and fixing of 3 phase air cooled servo stabilizer for balanced and unbalanced load shall be independent correction of each phase (Range 300 - 460 V minimum) and as per specification
56v) 30 KVA stabilizer
57iii) 500VA CVT
58ELECTRIFICATION WORK
59PANEL BOARDS AND DISTRIBUTION BOARDS Supply, installation, testing and commissioning of cubicle type power and motor control centre panel fabricated out of 14 SWG sheet steel undergone 7 tank process,dust & vermin proof, floor mounting type, suitable for indoor use having cable entry from the bottom and having following specific components complete, control wiring etc. as per enclosed standard drawing. Any other components/hardware required to complete the panels but not mentioned here shall also be provided. Note: Both incomers should have mechanical interlock for proper & safe operation. The MCCB used for incomer feeder shall have short circuit, overload and earthfault protection and also shunt coil for ESD operation. The Bus Bar support shall be DMC/ SMC/Epoxy moulded. All equipment/components shall be mounted logically to have free access for maintenance, tightening of connections & visual inspection. All the metering equipment shall be Digital & mounted on the panel and size of meter shall be 96 mm x 96 mm. The Bus Bar shall be provided with heat shrunk PVC sleeves & all power terminals shall be stud type with properly shrouding to avoid accidental contact. Neoprene type gasket shall be provided at the doorof the panel. The enclosure of the Panel shall have IP52 degree of protection. 2 Nos earth terminal shall be provided at the Panel frame with extension link for earthing connections. Painting:The under surface shall be prepared by applying a coat of phosphate paint and coat of yellow zinc chromate primer. The under surface shall be made free from all imperfections before undertaking the finishing coat. After preparation of the under surface, the switchboard shall be spray painted with two coats of epoxy based final paint or shall be powder coated. Colour shade of final paint shall be RAL 7032.
60Medium 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.
61PROVIDING INTERNAL WIRING
62i) 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.
63Providing following point wiring with standard wire/ cable, plug, fittings, with suitable sockets, suitable GI box with front plate etc. complete, to include circuits from distribution boards to individual point boards, suitable PVC casing capping and required accessories pulling of wires, etc. complete.
64i) 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.
65Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make
66i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire
67ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
68iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire
69iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire
70SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved including flush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer's specification and direction of Engineer In-charge.
71iii) 4 module frame
72v) 8 module frame
73viii) 15 A Modular switch
74xi) 2 Pin Telephone Modular Socket
75xii) Fan Regulator of stepped modular type
76Supply & fixing of 300mA RCCB of approved Make of following ratings:
77v) 4 poles, 63A
78Supplying & fixing of approved make 4 pole change over switch in steel sheet enclosure with side handle operation onload type grouting in C.C. Complete as per direction of Engineer-In-Charge.
79iii) 100 Amps., 4 Pole
80MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity)
81i) 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.
82Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watts with fittings and accessories, having IP65 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.
83Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watts with fittings and accessories, having IP20 protection class with CRCA/PC/Aluminium Extrusion housing & with 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 range from 5700 Kelvin (5665 K +/- 355 K) to 6500 Kelvin, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 80 for indoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 95 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 2kV 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.
84CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type:
85iii) 1200 mm sweep
86EXHAUST FANS Supply and fixing of exhaust fan including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. (The job does not include making suitable cut out in the wall for fixing the fan).
87ii) 9\\" dia light duty, make Khaitan or equivalent
88Supplying and fixing of MV Lightining Arrestor horn gap type as required
89Formation 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)
90FRP Manhole Cover - 450mm x 450mm
91FRP Manhole Cover - 600mm x 600mm
92FRP Manhole Cover - 900mm x 900mm
93SUPPLY AND INSTALLATION OF YARD LIGHTS
94Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
95iii) 160 mm diameter
96ii) 110 mm diameter
97Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
98iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
99CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
100i) 2 Core x 1.5 sq. mm. (copper)
101iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
102xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
103CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
104ii) 2 Core x 2.5 sq. mm
105vii) 3 Core x 2.5 sq. mm
106Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :
107v) 25 x 3 mm GI strip
108OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) :
109iii) S/E of 5 Meter high galvanised Octagonal pole with top 60mm(A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 210 x 210 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)
110i) 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)
111Structural 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:
112Supplying & drawing inside the poles 3 core 2.5 sq.mm PVC insulated flexible copper conductor, fixing of junction box at the pole base (excluding supply of JB), making all connections on both ends, all complete as per specification and direction of Engineer In-charge.
113ii) \\"L\\" Pole
114Supply 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.
115i) All kinds of Soil
116Making 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
117Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
118ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
119i) Foundations,footings,bases of columns, etc. for mass concrete
120Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
121ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
122AIR FACILITY
123i) All kinds of Soil
124Making 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
125i) Foundations,footings,bases of columns, etc. for mass concrete
126v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
127ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm)
128i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
129i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
130i) Local Fine Sand within grading zone IV
131iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
132Structural 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:
133Painting 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.
134ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
135Air compressor Supply and installation of horizontal air compressor assembly with delivery pressure of 12 kg/sq cm equipped with pressure gauge, non- return/safety/drain/delivery valves, automatic cut-off switch and suitable electrical connections & all standard accessories, including civil works:
136iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works
137Tyre 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.)
138CONSTRUCTION OF DRIVEWAY & APPROACH
139Centering and shuttering including strutting, propping etc. and removal of form for :
140i) Foundations,footings,bases of columns, etc. for mass concrete
141Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge.
142i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
143Providing, 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
144Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately)
145ii) M40 grade 80 mm thick reflective type Lacquered finish
146Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
147ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
148Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
149ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
150Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.
151LAND DEVELOPMENT
152Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place.
153Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises
154REMAINING WORK OF SALES BUILDING (7.5M X 4M)
155Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
156i) Local Fine Sand within grading zone IV
157Providing 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
158Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
159ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
160Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement :
161ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
162Centering and shuttering including strutting, propping etc. and removal of form for :
163i) Foundations,footings,bases of columns, etc. for mass concrete
164v) Columns, Pillars, Piers, Abutments, Posts and Struts.
165iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
166Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
167ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
168iii) 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
169Structural 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:
170Chequered 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
171viii) 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
172Providing 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
173Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
174Providing & 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).
175Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75mm x 30mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with MS tubes of size 33mm x 17mm x 1mm painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and rails with a cavity to receive single piece extruded 5mm PVC sheet as panel. The styles and rails shall be mitred cut and joint with help of PVC solvent cement and self tapping screws. Single piece extruded solid PVC lock rail of size 100mm x 30mm with wall thickness 5mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8mm complete as per manufacturer's specifications and direction of Engineer-in-charge
176i) Non Decorative finish
177Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified
178i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4
17925mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
180Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work & fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
181ii) 110 mm
182Providing and laying cement plaster on surfaces with fine sand including curing etc.
183i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
184iii) 15mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) on rough side of half or single brick wall
185Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
186Finishing 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)
187Finishing 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
188Painting 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.
189Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately)
190i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections
191iii) 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)
192ii) Fixed glazing with Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) sections
193Providing and fixing panelling or panelling and glazing in panelled or panelled & glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
194ii) 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
195Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
196ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
197Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
198Providing & 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.
199i) With stainless steel cover plate
200Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceilings, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.
201ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
202Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge.
203ii) Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar
204Providing 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).
205Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
206i) All kinds of Soil
207Making 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
208Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
209ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
210Centering and shuttering including strutting, propping etc. and removal of form for :
211iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
212Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
213ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
214Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
215ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
216Providing and laying cement plaster on surfaces with fine sand including curing etc.
217i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
218Providing Neat cement punning
219Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
220viii) 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
221CONSTRUCTION OF SINGLE SIDE DRAIN
222i) All kinds of Soil
223Making 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
224i) Foundations,footings,bases of columns, etc. for mass concrete
225ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
226i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
227Providing Neat cement punning
228iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
229SUPPLY, FABRICATION AND INSTALLATION OF CANOPY STRUCTURE (27 M × 12 M)
230Making 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
231Structural 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:
232Linear Light 80W
233Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge.
234i) Profile Sheet for roofing
235ii) Plain Sheet for Ridges (500 - 600mm).
236iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)
237iv) Plain Sheet for Gutter (600 mm over all girth)
238Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
239ii) 110 mm diameter
240Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa & 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure.
241Constructing 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
242Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty
243ii) 150 mm dia. R.C.C. pipe
244iv) 300 mm dia. R.C.C. pipe
245CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
246xxiv) 3 Core x 2.5 sq. mm Copper Cable XLPE
247CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
248vii) 3 Core x 2.5 sq. mm
249Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.
250i) For cables 2.5 to 4 sqmm XLPE / AYFY
251CONSTRUCTION OF BUFFER STRIP
252Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
253i) All kinds of Soil
254Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
255i) Local Fine Sand within grading zone IV
256Making 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
257Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
258iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
259Centering and shuttering including strutting, propping etc. and removal of form for :
260i) Foundations,footings,bases of columns, etc. for mass concrete
261Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
262ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
263Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
264ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
265Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
266ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
267Providing and laying cement plaster on surfaces with fine sand including curing etc.
268i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
269Painting 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.
270BALANCE WORK FOR RCC CULVERT & OPEN DRAIN
271Making 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
272Centering and shuttering including strutting, propping etc. and removal of form for :
273i) Foundations,footings,bases of columns, etc. for mass concrete
274Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
275Structural 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:
276Providing and laying cement plaster on surfaces with fine sand including curing etc.
277i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
278Providing Neat cement punning
279Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
280ii) 110 mm diameter
281CONSTRUCTION OF ONE DOUBLE SIDED HOARDING
282i) All kinds of Soil
283Supply & 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
284Making 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
285ii) PCC 1 Cement:1½ Coarse Sand:3 Graded Stone Aggregate 20mm
286i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
287Structural 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:
288Painting on G.S. sheet with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade, 2 or more coats,including a coat of approved steel primer but excluding a coat of mordant solution
289v) Columns, Pillars, Piers, Abutments, Posts and Struts.
290Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen
291ii) Upto 32A DP MCB
292vii) 3 Core x 2.5 sq. mm
293iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
294i) 2 Core x 1.5 sq. mm. (copper)
295vi) 8 S.W.G. G.I. Wire (bare)
296i) For cables 2.5 to 4 sqmm XLPE / AYFY
297ii) 2+8 way SPN
298Supply 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.
299BALANCE CONSTRUCTION WORK OF TOILET BLOCK
300Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
301i) All kinds of Soil
302Supply & 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
303Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
304v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
305ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
306Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
307i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm
308iv) Lintels, beams plinth beams,girders bressumers and cantilevers
309ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
310ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
311iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL
312Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels.
313iv) Granite of any colour and shade having Area of slab over 0.50 sqm
314Extra for providing edge moulding to 18mm Granite/ marble stone counters,Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge.
315ii) Granite work
316Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc.including priming coat with approved steel primer (fixed to steel windows by welding) all complete.
317Providing & fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
318ii) 100x10 mm
319Providing & fixing chrome plated brass100mm mortise latch with one dead bolt with 6 levers & a pair of lever handles with necessary screws etc. complete (best make of approved quality).
320Providing 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
321Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
322Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts & screws etc. complete:
323iv) For shutters of doors, windows & ventilators with Polyester 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)
324i) Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
325Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
326ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
327Stone flooring with 18mm thick Marble/Granite stone (sample of stone shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry including rubbing and polishing complete
328vi) Granite stone/Makrana White second quality in flooring
329Providing & 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.
330Providing & 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.
331i) 75 mm diameter
332ii) 110 mm diameter
333Providing and laying cement plaster on surfaces with fine sand including curing etc.
334i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
335ii) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.
336Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/perlite respectively conforming to IS:2547 (Part - I & II), applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
337Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand & manufacture on steel galvanised iron/steel works
338Painting on G.S. sheet with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade, 2 or more coats,including a coat of approved steel primer but excluding a coat of mordant solution
339Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats
340Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete
341Providing 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.
342Providing and fixing toilet paper holder :
343i) C.P. brass
344ii) 100mm inlet & 75mm outlet SCI S&S as per IS - 3989.
345i) 15 mm nominal outer dia Pipes
346iii) 25 mm nominal outer dia Pipes
347iv) 32 mm nominal outer dia Pipes
348Providing and fixing brass bib cock of approved quality :
349i) 15 mm nominal bore
350Providing and fixing brass stop cock of approved quality :
351i) 15 mm nominal bore
352Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
353iii) 40 mm nominal bore
354Constructing 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
355Constructing 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
356Providing 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
357Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
358i) 100x100 mm size P type with common burnt clay bricks of class Designation 7.5
359Making 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
360Providing 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.
361Providing and fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting( fitting shall be paid separately) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge.(pipe length inserted in the fitting shall not be measured for payment) Exposed on walls or concealed in walls /others
362iv) 34.00 mm OD SS pipe
363i) 15.88 mm OD SS pipe
364xii) 4 Core x 6 sq. mm Aluminium Cable FRLS
365FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
366xii) 4 Core x 6 sq. mm
367i) Providing earthing with 100 mm dia, 3.0M long C.I pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drawing all complete as per specification & direction of Engineer In-charge
368i) 50 x 10mm G.I. Strip
369ii) 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 modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
370ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
371Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watts with fittings and accessories, having IP65 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.
372Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watts with fittings and accessories, having IP20 protection class with CRCA/PC/Aluminium Extrusion housing & with 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 range from 5700 Kelvin (5665 K +/- 355 K) to 6500 Kelvin, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 80 for indoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 95 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 2kV 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.
373ii) 9\\" dia light duty, make Khaitan or equivalent
374iii) S/E 8 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1 No. & 6 to 16A SP as outgoing - 8 Nos. for each phase.
375WATER PUMPS Supplying and installation of Water pump of approved make with starter of L&T or approved including Supply and providing G.I. Sheet cover with locking arrangement. The pump has to be installed as per manufacturer's specification.
376i) 1HP Jet
377S/F of Counter sunk - Wash Basin of siz
378S/F of Urinal of size 375x390x590mm incl
379S/F of Wall Hung - WC Pan of size 530x36 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57248260
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 2.44 Crore
LAST DATE 11-09-2026
Authority
Authority Name Indian Oil Corporation Limited
Work Description Tender for Construction Of The Remaining Works At A Site Ro Between Khusiabil Village And Nihoto Village On Rhs Towards Increasing Chainage Of Dimapur Bypass Conecting Nh29 With Nh129 (Vuqai Filling Station), District: Dimapur, State: Nagaland Under Tinsukia Do Of Ioaod State Office.
Basic Detail
Tender No ER-MAC/2026-27/PT/278
Bidding Type Tender
Location
City Dimapur
State Nagaland
Key Dates
Publish Date 28 Aug 2026
Submission Date 11 Sep 2026
Open Date 12 Sep 2026
Finance
Tender Value 2.44 Crore
Tender Fee Ref. Documents
EMD 62000
Exemption Available
Document List
16fd9a17-9c6f-48c8-9896-36ed89fa14e2.html
Bidders_help_Document_for_1.pdf
BOQ_201484.xls
DECLARATIONS_PT278.xls
FAQs-IOCL-Online-EMD.pdf
GCC_Conventional_13052026.pdf
LAYOUT_Drawing.pdf
OTHER_DOCS_Part_1.rar
OTHER_DOCS_Part_2.rar
OTHER_DOCS_Part_3.rar
OTHER_DOCS_Part_4.rar
Part_B.pdf
PR_10282624_Dimapur.pdf
Special_Instructions_to_t_2.pdf
TECHBID_PT278.pdf
Tender-Acceptance-Format.pdf
Tendernotice_1 (22).pdf

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Tender Timeline

Aug 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Sep 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
html

16fd9a17-9c6f-48c8-9896-36ed89fa14e2.html

pdf

Bidders_help_Document_for_1.pdf

xls

BOQ_201484.xls

xls

DECLARATIONS_PT278.xls

pdf

FAQs-IOCL-Online-EMD.pdf

pdf

GCC_Conventional_13052026.pdf

pdf

LAYOUT_Drawing.pdf

rar

OTHER_DOCS_Part_1.rar

rar

OTHER_DOCS_Part_2.rar

rar

OTHER_DOCS_Part_3.rar

rar

OTHER_DOCS_Part_4.rar

pdf

Part_B.pdf

pdf

PR_10282624_Dimapur.pdf

pdf

Special_Instructions_to_t_2.pdf

pdf

TECHBID_PT278.pdf

pdf

Tender-Acceptance-Format.pdf

pdf

Tendernotice_1 (22).pdf

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