Items - Construction of FFF DG building, storage areas and associated works at INRP Tarapur
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Project Director, INRPC, NRB, BARC. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work:Construction of FFF DG building, storage areas and associated works at INRP Tarapur | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| NIT No: BARC(T)/NRB/INRPC/PTC-135/2025/1372 dated 07/08/2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only. Rebate/Discount shall be entered in Row No. 87) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. P | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | RATE (With Tax) In Figures To be entered by the Bidder in Rs. P | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT (With Tax) in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT (With Tax) In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 53 | 54 | 55 |
| 1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in charge. From 0 to 1.5 m depth from average ground level | 26000 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 2 | Extra over Item 1 initial depth for every additional Depth of 1.50 m or part thereof | 30000 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 3 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from average ground level | 1300 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 4 | Extra over Item 3 initial depth for every additional Depth of 1.50 m or part thereof | 4400 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 5 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. From 0.00 to 1.50 m depth from average ground level | 150 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 6 | Extra over Item 5 initial depth for every additional Depth of 1.50 m or part thereof | 1000 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 7 | Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc For soil | 26000 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 8 | Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc For Rock | 1450 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 8.1 | Notes for item 1 to item 8 above: The bottom most 500mm layer measured from the founding level is to be removed only by wedging and chiselling only. 1) The contractor at his own expenses shall put up the necessary shoring, strutting and planking or cut slopes with or without steps, to a safer angle or both with due regard to the safety of the personnel and works and to the satisfaction of the Engineer-in-Charge. No extra payment shall be made to the contractor for the same. 2) All treasures, artifacts, precious metals, utensils, whether ancient or modern, found during the excavation work, should be handed over by the Contractor to the Owner / Employer. 3) The contractor’s quoted rate shall include for providing and maintaining necessary dewatering system comprising of pump sets of adequate capacity, flexible or hard drainage piping system to drain out pumped water & accumulated ground / rain water at locations approved by the Engineer in- Charge-in-charge, all labour, plants & energy (fuel or electric as the case may be) as per the type of system & methodology approved and as directed by the Engineer-in-Charge so as to ensure that the excavated pit is maintained dry . | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | Murum filling under floors of specified thicknessin layers of not exceeding 300 mm thickness including consolidation etc. complete (using murrum available at site), each layer thoroughly compacted to achieve 95 % of Maximum dry density as per modified proctor test. Note: a) Only compacted volume will be measured and paid, b) Excavated/Selected / approved excavated stuff stored within the DAE premises shall be issued free of cost to the contractor for filling purposes. | 760 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 10 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge 230mm With outside material | 520 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 11 | Providing and laying in position cement concrete of 1:4:8 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels | 110 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 12 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. | 210 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 13 | Extra over Item 12 above for using M45 grade of concrete | 160 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 14 | Extra over item 12 above for RCC of all grades in super structure | 100 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 15 | Extra for Item 12 above for Temperature Controlled Concrete: Not exceeding 23 Degree C | 70 | Cu.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 16 | Treatment of construction joints by cutting of green concrete when in final set condition using approved air water jet at a suitable pressure in early age concrete including removal of laitance, draining the water from the air jet after the joint cutting process, treating the construction joint using surface retarding solvent free poly-hydroxyl chemical agent by removing the cement-sand matrix upto 5 to 7mm depth with an air water jet having pressure of 7 kg per Sqm., wire brushing, cleaning etc. complete all as per specifications and directed by the Engineer-in-charge. | 20 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 17 | Providing and laying in position Cement Concrete of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level | 10 | cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 18 | Providing and fixing in position 25 mm thick Joint filler board of approved make in to the required size and shape, placing and keeping in position complete as per specifications and drawings and as directed by the Engineer in charge. | 20 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 19 | Providing , centering ,shuttering Form work by using steel plates, timber planks for PCC and minor structures including necessary strutting, proping, without staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge | 370 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 20 | Providing, centering, shuttering Form work using steel plates, timber planks for all types of RCC structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels For Sub Structure | 210 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 21 | Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels For Super Structure | 430 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 22 | Providing and fixing TMT Steel Reinforcement bars of specified grades manufactured using virgin materials confirming to IS 1786 for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Using TMT bars of specified grades. Steel supplied by the contractor Upto and including 32mm dia reinforcement: Using TMT bars of specified grades. TMT bars to be supplied by vendors as per Technical specifications using virgin materials | 39 | MT | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 23 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails, gates, cable tray supports, sliding entry gates including all fixtures and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge | 15 | MT | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 24 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat. Including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge | 400 | Sq.M. | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 25 | Providing cement based water proofing treatment to the new terraces, chajjas, cleaning the concrete surfaces, giving injections to the top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids, honeycombs etc. in the concrete slab, setting brickbat coba in waterproof mortar with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300 mm in thew shape of vattas, with waterproof plaster finished smooth with trowel in cement / geru with false markings of 300 mm squares complete as directed by the Engineer-in charge With Average thickness of 120 mm and minimum thickness at khurra as 65 mm using river sand / crushed sand | 90 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 26 | Providing and Laying Solid cement concrete block masonry with M-5 Grade in super structure in cement mortar 1:4 (using crushed sand). The rate shall also include providing and placing in position 2 nos of 8 mm dia bars at every third course of the masonry work. | 50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 27 | Providing and Laying Autoclaved Aerated cement block masonry of approved make with specified thick AAC Blocks in Super structure above plinth level up to 20 m height in cement mortar 1:4 (using crushed sand). The rate shall also include providing and placing in position 2 nos of 8 mm dia bars at every third course of the masonry work | 50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 28 | Providing, supplying, fixing in position in walls Rain water down take pipes using Centrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoes etc for Rain water down take pipes Confirming to IS.3989 of approved make including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. 100 mm C.I rain water down take pipe with 1.00 kg lead / joint conforming to relevant IS | 44 | Mtr. | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 29 | Providing and laying 50 mm thick cement concrete flooring with concrete hardener topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardener, cement being mixed with metallic floor hardener of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardener) by weight and this cement hardener compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 25 X 3 mm aluminium strip, This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings. | 65 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 30 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-incharge | 50 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 31 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge | 320 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 32 | Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding (up to 10 metres height complete).all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge | 770 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 33 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured) | 15 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 34 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning, scaffolding complete all as directed by the Engineer-in-charge | 400 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 35 | Providing and Painting with 1st quality acrylic emulsion paint with Two coats on new work of approved make and manufacturer and of required shade and colour, including scaffolding, preparation of the surfaces, etc., including a coat of approved cement primer as per manufacturer's specifications and as directed by the Engineer-in-charge. | 400 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 36 | Providing, painting, finishing walls with two coats of anti-algae, weather proof acrylic smooth emulsion paint of approved make with silicon additives on sand face plaster/ plain plaster & concrete surfaces of required shade over new work including a base coat of exterior cement primer including preparation of the surfaces, including scaffolding complete. as per specifications and as directed by the Engineer-in-charge. | 790 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 37 | Providing and fixing of Three Hour partially insulated metal fire rated Double leaved steel doors (of approved ISO 9001-2000 certified Manufacturer) at all levels from, conforming to classification of lS 3614 :2021 with fire rating of 180 minutes integrity and and 30 minutes insulation. Door frame shall be single rebate profile of size 150 mm x 95 mm with grooved profile to take appropriate fire rated smoke seal with thermal separation feature, fabricated from a minimum 1.5 mm thick galvanized steel sheet. The shutter shall be 60 mm thick, made from a minimum 1.2 mm thick galvanized steel sheet, Infill with resin bonded mineral wool / ceremic wool infill material, fire-retardant material. Both the frame and shutter shall be factory finished with powder coating in approved shades. The intumescent seal of minimum size 15x1.5 mm or of size as per test evidence shall be fixed on all the three edges of the door leaf. Doors shall be supplied with appropriate labels confirming the rating. The supplier shall provide valid type test report of 180 min fire rated insulated steel doors from CBRI or ARAI or NABL approved lab. Rate shall also include for grouting the frame with cement concrete at the joints between wall and frame and inside frames to the required thickness as per manufacture`s specifications and fixing in walls with hold fast/anchor fasteners. the door leaf and frame shall have passed min 250 hrs of salt spray test. including as below: | 6 | sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 37.10 | including A) Stainless steel double ball bearing butt hinges 102 X 89 x 3 mm thick, ( BS 7352 with ANSI template Holes) 4 Nos. for each shutters. B) Mortice dead bolt/mortise ock with SS lever Handles with internal thumb turn & external key operated cylinder 1 No. per door 1 No. per door. C) Stainless steel `H' handles 32 mm X 300 mm length with through bolting fixing in US 32 D finish 1 pair of each shutter. D) Concealed flush bolts for fixing on inactive shutter 600 mm length for doors up to 2400 mm height 1 no. for double shutter doors. e) automatic door closer 1 No. per shutter. (Rate to be quoted including all necessary fittings which is used to be as per fire ddor/fire rating). Double leaved Door | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 38 | Providing and fixing anodized aluminium work for doors, windows, louvers, ventilators and partitions with extruded built up standard tubular sections / 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 and sides with required PVC / 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 screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealant etc. (fittings glazing and panelling shall be paid for separately) Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) | 300 | kg | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 39 | Supplying and fixing Rolling shutters of approved make as per ISI standards made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters Rolling shutters (Laths Interlocked) gear operated type with handles including top hood 1.25mm mm thick | 30 | Sq.M | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||
| 40 | Extra over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches, required wiring and cables from panel to motor and required size of shaft etc of approved make all as per standard specifications including commissioning and testing complete as directed by the Engineer-in-charge.(only power supply point will be provided) For rolling shutters above 15.00 Sq.m and up to 30.00 sq.m opening area. | 1 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 41 | Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete 450 mm Dia RCC Hume pipe class Np2 | 10 | Metre | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 42 | Providing and fixing GI chain link fabric fencing Made of GI wire of dia 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade, of required width in mesh size 50 x 50 mm including strengthening with 2mm dia wire or nuts, bolts and washers as requeid complete as per direction of Engineer-in-charge. | 310 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 43 | Providing and laying 25 mm thick Bitumen Mastic flooring (Possesing antistatic properties) for gas cylinder storage area conforming to IS 13026, IS-13074 and other relevant codes complete and cleaning the surface neatly at the time of handing over the area complete as per technical specification, relevant drawings and as directed by the Engineer in charge | 130 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 44 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and GI limpet washers or with GI limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1 mm thick with zinc coating not less than 275 gm/sqm | 410 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 45.00 | Notes for Confirmatory geotech investigation (Item 45.1 to 52): Conducting confirmatory field investigation as detailed hereinafter at founding level after exposing the founding rock strata as approved by the Engineer and as detailed herein below.: The rate shall include the cost of all materials, plant, mobilisation & demobilisation of equipment, inclusive of taking approval from the Engineer, Setting out final positions of test locations, labour, taking out samples, providing full bore log with stratification details etc. all as directed by the Engineer & as enumerated | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 45.1 | Drilling 76 mm dia. holes in rock from 0 m up to 20 m below the founding level the founding level vertically through bedrock strata (Hard/soft rock), using Nx size diamond bit, using double tube core barrel with suitable core catcher, including collection and logging of cores, placing them in approved wooden core boxes made up of 25mm thick planks with partitions of 12mm thick as per relevant IS with a coat of Anti Termite chemical in a proper sequence, numbering each core, noting the lithology, colour photographs (100X150mm size) of rock cores, Stratigraphy, claculating the Core Recovery (CR), Rock Quality Designation (RQD), Rock Mass Rating (RMR) values, locking arrangements, labeling and transporting the boxes to core store/laboratory as directed by EIC etc. The item includes filling the boreholes with neat cement grout, all as per specifications. | 22 | Mtr. | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 46 | Conducting Pressure Meter Test including mobilization and demobilization of pressure meter test equipment, conducting pressure meter test at 3 metre intervals in rock with equipment of minimum capacity of 200 Kg / Sqm. | 8 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 47 | Conducting Standard Penetration Test ( SPT ) in the bore holes (for total depth of the bore) at every 1.5 m interval) in soil, soft and weathered rock and collecting , packaging, and labelling disturbed samples, also including Conducting SPT in rock with RQD greater than 10% and less than 25% all as per specifications including replacement of SPT shoe by a new SPT shoe for each SPT all as per specifications. | 14 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48 | Conducting laboratory tests conforming to relevant latest IS code on soil / rock samples after referring Engineer In Charge and submitting results as specified. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 48.1 | Specific Gravity | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48.2 | Atterberg Limits and IS Classification (Liquid lmit, & Plastic limit and Shrinkage limit) | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48.3 | Bulk Density, Dry Density and standard procter density | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48.4 | Unconfined Compression Test | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48.5 | Triaxial compression test | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 49 | Conducting chemical tests on sub soil and sub soil water samples and submitting results as specified: | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 49.1 | pH value | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 49.2 | Chloride content | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 49.3 | Sulphate Content | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 49.4 | Other orgabnic matter content | 16 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 50 | Seismic cross-hole test: Conducting seismic cross-hole test as per ASTM-4428 including drilling of upto 4 nos. reciever hole upto 20 m depth. | 1 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||||
| 51 | Preparation & submission of test reports including assessment of the safe bearing capacity of the rock strata and establish settlement using elastic theory including printing of reports and relevant drawings as described in specifications in triplicate along with electronic version of the report. | 1 | Job | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 52 | Geological mapping of founding strata and excavated surfaces : Cleaning, washing and removal of loose materials by compressed air and brush and conducting geological mapping on hard rock or weathered rock at founding levels by a qualified geophysicist and submission of final reports in triplicate and soft copy (CD) complete as directed by the Engineer. Mapping shall include horizontal, inclined and vertical surfaces as below: | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 52.1 | Geological mapping of Horizontal area at founding level | 160 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 52.2 | Geological mapping of Vertical surfaces of the excavated pit. | 220 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 53 | Supply and erection of plate earth electrode pit with 600mm x 600mm x 3.15mm thick tinned copper earth plate including accessories, GI clamp, test link, connection of 2 x 95 sq. mm copper conductor, providing concrete inspection pit with GI cover having lifting lug and locking arrangement, 50mm dia. GI class-B watering pipe of 2.5 mtr length with funnel, charcoal/ coke, salt, excavation, backfilling with black cotton soil, compacting, watering etc. as per IS 3043: 2001. | 8 | Nos | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 54 | Supply and laying of earthing conductor of following sizes directly buried in ground at minimum depth of 1000mm including brazing, connection etc. as per instructions by Engineer-In-Charge. 95 sq.mm Cu-ETP grade tinned copper conductor of Class-2 | 200 | Mtr. | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 55 | Supply, Excavation and Laying of earthing strip of size 40 X 5mm directly buried in ground at minimum depth of 1000mm and as per instruction by Engineer-in-Charge. | 200 | Mtr. | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 56 | Brazing of earthing strip of size 40mm X 5mm by tacking at intersection etc. and as per instruction by Engineer-in-Charge. | 60 | Nos | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 57 | Cutling, Fixing and Brazing of 02 Nos of tails with earth mat size 40mmX5mm. Each Tail consisting of 1 No X 40mm X 5 mm electrolytic earth strip of required length. | 4 | Nos | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 58 | Supply,Installation & Commissioning of 10 mm dia and 1mtrs length solid copper blunt tip Air termination with Base plate (Vertical air terminal with accessories:Providing of Air terminals along with concrete block for fixing at on Terrace with all mounting accessories with Supporting Mast Fabricated from GI pipe of 48 mm dia, 1000mm length providing with all necessary hardware andguide wire for mounting arrangement for the downconductor and complte it's accessories. | 2 | Nos | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 59 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 m openable length (total length 90 m), having 50 nos. rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with GI staples and G.I. clips to retain horizontal, including necessary bolts or GI barbed wire tied to angle iron all complete as per directions of Engineer in charge, with reinforced barbed tape (R.B.T.)/ spring core (2.5 mm thick) wire of high tensile strength of 165 kg/sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately | 150 | metre | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | INR Zero Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Excess (+) | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
Andaman & Nicobar Tenders |Andhra Pradesh Tenders |Arunachal Pradesh Tenders |Assam Tenders |Bihar Tenders |Chandigarh Tenders |Chhattisgarh Tenders |Dadra & Nagar Haveli Tenders |Daman & Diu Tenders |Delhi Tenders |Goa Tenders |Gujarat Tenders |Haryana Tenders |Himachal Pradesh Tenders |Jammu & Kashmir Tenders |Jharkhand Tenders |Karnataka Tenders |Kerala Tenders |Ladakh Tenders |Lakshadweep Tenders |Madhya Pradesh Tenders |Maharashtra Tenders |Manipur Tenders |Meghalaya Tenders |Mizoram Tenders |Nagaland Tenders |Odisha Tenders |Pondicherry Tenders |Punjab Tenders |Rajasthan Tenders |Sikkim Tenders |Tamil Nadu Tenders |Telangana Tenders |Tripura Tenders |Uttarakhand Tenders |Uttar Pradesh Tenders |West Bengal Tenders |