Tender For Civil Composite Work For Conversion Of Non Piggable To Piggable Of 30-Inch X 7.8 Km Existing Pipeline From Seipl (Shell Energy India Private Limited) Metering Station To Hazira Compressor Station
Tender Value
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Estimated cost
Bid Submission
31 Jul 2026
3 days left
EMD
7.73 Lakhs
Bank guarantee accepted
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
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Tender
Location / State
Surat → Gujarat
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Not Available
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Not Available
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Project Description
Tender for Civil Composite Work For Conversion Of Non Piggable To Piggable Of 30-Inch X 7.8 Km Existing Pipeline From Seipl (Shell Energy India Private Limited) Metering Station To Hazira Compressor Station
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL COMPOSITE WORKSCOPE OF WORK (CONSTRUCTION OF BOUNDARY WALL AND BUILDINGS AT DISPATCH TERMINAL) |
| 2 | FENCING & GATE |
| 3 | Supplying, fixing and tensioning in position 2.5mm(12gauge), 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall \\"Y\\" shaped overhang etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed). |
| 4 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length (total length 90 m) , having 50 nos. rounds per 6 m length, upto 3 m height of wall/chain link fencing with existing 'Y' shaped angle iron placed 2.4 m or 3 m apart and with 9 horizontal R.B.T. reinforced barbed wire , stud tied with G.I. staple and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron , all complete as per the direction 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/meter (Cost of M.S. angle & CC block to be paid separately) |
| 5 | Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for 'Y' shaped overhang etc. conforming to IS:2062 over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labor and material etc. complete as per drawings, specifications and directions of Engineer-in- Charge.( All materials includingcement shall be supplied by contractor) For Normal Industrial Environment. |
| 6 | Providing and fixing in position Steel Entrance Gates consisting of MC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework @100mm c/c, 3mm thick M.S. sheet boxing, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (75mm x 75mm x 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot,50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per attached standard drawing. |
| 7 | EARTHWORK IN SITE GRADING |
| 8 | Earthwork in excavation and filling in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, trees up to and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas and including filling in filling areas with serviceable material for general site grading and roads for all heights and depths to proper levels, slopes, grades and camber including clearing and stripping in filling areas as per specifications, consolidating exposed natural soil to 90% of max. laboratory dry density as per IS:2720 Part-VII, cutting of trees of girth up to and inclusive of 30 cms, removal of vegetation, breaking clods, spreading in layers not exceeding 30 cms loose thickness, watering, ramming and compacting with power road rollers to give at least 90% of max. laboratory dry density, dressing, levelling, testing, etc. and disposal of unserviceable materials/surplus earth if any, as directed by Engineer-in-Charge including stacking and/or dumping and dressing the same in demarcated areas etc. complete as per specifications, drawings and directions of Engineer-in-Charge. (The leads for the above-mentioned operations shall be within the boundary limit of the plant and measurement shall be taken in the cutting area only). |
| 9 | PAVER BLOCK FLOORING |
| 10 | Supplying and placing in position as per approved pattern of Cement Concrete Interlocking paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 100 mm thick. The CC interlocking blocks to be of uniform grey colour or as approved by EIC complete in all respects, as per technical specifications and directions of the Engineer-in-charge Note:-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand, earth work in excavation in cutting earth in all conditions, shuttering with all bye works and sundry works.2. To be read with in conjunction with Particular Job Specification3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope |
| 11 | RCC HUME PIPE CULVERT |
| 12 | Providing, laying, jointing and testing RCC hume pipes of 500mm dia. and np3 class for culverts, road crossing, incl. excavation in all strata up to an average depth of 1 m cutting, collars jointing in 1:2 cement mortar etc. complete as per specifications and as directed by the engineer-in charge. |
| 13 | SAND FILLING |
| 14 | Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm,watering,ramming,compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV,including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour,material,equipments etc. all complete . |
| 15 | DEMOLITION OF R.C.C./BRICKS/STONE MASONRY/STEEL WORK |
| 16 | Site clearance by demolition of R.C.C./Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if required as per technical specifications and direction of Engineer-in-charge.Note:1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading,transportation, water, electric power, illumination etc. complete in all respects as per scope of work,detailed construction drawings, technical specifications and direction of Engineer-in-charge.2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUM as demolished. |
| 17 | SEPTIC TANK ALIAS SOAK PIT Construction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge. All material including cement supplied by contractor for ( Users -10 NOS ) |
| 18 | MANHOLEConstruction as per Standard drawing of brick masonry (brick class shall be as mentioned below) inspection chambers / manholes of 750mmx750mm internal size 1000mm deep(Max.) in cement mortar 1:4 (1 cement: 4 sand) with CI frame and cover 500mm clear dia, (circular Medium duty of grade MD-10) conforming to IS:1726 fixed on RCC slab of M-30 grade, necessary excavation, supplying, fixing 4 Nos. 16mm dia M.S. rungs, M-20 grade foundation concrete 1:3 cement mortar(1 cement: 3 sand) plastering of 13mm average thickness for inside & 16mm avg. thickness for outside exposed surfaces, backfilling, disposal of surplus earth up to a lead of 100M, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry, painting the C.I. frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40μ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40μ DFT per coat etc. all complete as per drawings, specifications and directions of Engineer-in- Charge. |
| 19 | ERC/IRC |
| 20 | Construction of ERC/IRC as per Std. including supplying and laying in position PVC pipes conforming to IS:4985 Class-I for electrical and instrumentation Road Crossings as per standard drawing and its addendum, including cutting the pipes if necessary, lowering, laying in position to proper levels, etc. embedded in M-20 grade concrete, providing proper jointing as per code requirements or manufacturer's recommendations, etc. including earth work in excavation in all types of soil except soft and hard rock, backfilling and making good the surface, including cutting of new/ existing roads and making good the same including supply of any road material if required, (Back filling with road material shall be done in 150 mm thick layers well-watered and compacted), including supplying and providing in the encasement concrete, cable crossing indicator made out of 4 mm thick MS circular plate of dia. 150mm welded to 16 mm dia. MS rod of approximately 1.0 m length and painting and lettering with 2 coats of approved enamel paint of approved color over a coat of red oxide primer etc., supply and fixing of reinforcement as per drawing, including disposal of surplus earth anywhere within plant boundarylimit etc. all complete as per drawings, specifications and instructions of Engineer-in-Charge. |
| 21 | EARTH WORK IN FOUNDATION |
| 22 | Earth work in Excavation below ground level for all kinds of works in ALL TYPES OF SOIL as classified in specification for a depth up to 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete. |
| 23 | Earth work in Excavation below ground level for all kinds of works in ALL TYPES OF SOIL as classified in specification for a depth from 1.5m up to 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete. |
| 24 | Earth work in Excavation below ground level for all kinds of works in ALL TYPES OF SOIL as classified in specification for a depth from 3.0m up to 5.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete. |
| 25 | EARTHWORK IN FILLING including supply by excavating the earth from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing,trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete. |
| 26 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 27 | EARTH WORK IN FOUNDATION |
| 28 | Backfilling after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps, including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 29 | PLAIN & REINFORCED CEMENT CONCRETE |
| 30 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and up to plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:4:8 by volume (1 Cement: 4 Coarse Sand: 8 Crushed Stone Aggregates/Gravels with 40mm and down size graded crushed stone aggregates. |
| 31 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and up to plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. |
| 32 | Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUB-STRUCTURE of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes, pipe encasement, catchpits, drains, RCC pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting up to 250m3), including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering ifrequired to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all depths below and up to plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. |
| 33 | Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, windowsills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/machine foundations, ramps etc. (including single pour concreting up to 250m3) including cost of admixtures if used providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all heights above plinth level in any shape, position, thickness etc. all complete as specified, shown and directed. |
| 34 | Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/gravel, for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing inposition with cement mortar 1:3 (1Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. 1) Each unit up to and inclusive of 500 Kg. |
| 35 | CENTERING AND SHUTTERING |
| 36 | For all depths below and up to & inclusive of plinth level. |
| 37 | For all heights above plinth level |
| 38 | REINFORCEMENT |
| 39 | Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to IS:1786, Grade Fe 415), for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractor's own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fan hooks etc. for all heights and depths etc. all complete as directed. |
| 40 | STRUCTURAL STEEL WORKS |
| 41 | Supplying, transporting, storing, fabricating in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS at all levels and locations including all built-up sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, wind ties, wind girders, columns, portals, racks, frameworks, crane gantries, surge girders, bracings, floor beams, lifting beams, monorails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and technological accessories and process piping, hand railings, posts, conveyor galleries, trestles, towers, masts, junction houses etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings and applying primer after fabrication as perspecification (for normal corrosive environment), etc. all complete |
| 42 | MISCELLANEOUS STEEL WORKS |
| 43 | Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. allcomplete as specified and directed. |
| 44 | Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of Red Oxide Zinc Chromate Primer etc. all complete for all depths and heights as specified and directed. |
| 45 | Supplying, fabricating and erecting in position at all levels and locations bolted, clamped and/or welded GRATING (fabricated as per standards) made out of M.S. flats/M.S. flats with M.S. rounds in walkways, platforms, stair treads etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fabricating clamps, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease and applying one shop coat of Red Oxide Zinc Chromate Primer after fabrication etc. all complete as specified and directed. |
| 46 | BRICK MASONRY |
| 47 | Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 7.5 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths and height including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. |
| 48 | External Walls Ordinary plain cement plaster Average 15mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost. |
| 49 | Internal WallsOrdinary plain cement plaster Average 12mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost |
| 50 | CeilingOrdinary plain cement plaster Average 6 mm thick 1:4 (1 cement : 4 sand). |
| 51 | Painting of External WallsProviding & applying coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces, base primer, curing etc. all complete |
| 52 | Painting of Internal WallsProviding & applying 2 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces, base primer, curing etc. all complete |
| 53 | ROOFING TREATMENT |
| 54 | Providing and applying polyether based polyurethane (PU) waterproof coating consisting of 2 components (resin + hardener) in four coats consisting of a primer adhesion coat and three sealing coats applied by brush evenly to perfect level @ min.160 gm/sq.M per coat over R.C.C. slab including sprinkling the last coat of P.U. with a layer of clean sand (300 micron) and laying min. 50mm thk. PCC (1 cement :2 coarse sand :4 aggregate) over the fully cured coating in panels of max. 1.2M x 1.2M with 24 SWG chicken wire mesh finished smooth and sealing joints between panels with Polysulphide sealant as per approved manufacturers spec. and including preparing the base surface (levelling, cleaning, filling up cracks with thin paste of Polyurethane filling compound) providing fillets of 75mm radius with PCC (1 cement : 2 coarse sand : 4 aggregate) at junctions of horizontal and vertical surfaces, continuing the water proofing on vertical face to a minimum ht. of 150mm over finished roof surface, terminating it in continuous groove of 10mm x 20mm and filling with polyurethane sealant putty, continuing the treatment into rain water outlets by , providing 450mm x 450mm khuras at all outlets, levelled down by min. 25mm, finishing all complete. Cement supplied by the Contractor at their cost. |
| 55 | 110mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approvedmanufacturer's details. |
| 56 | DOORS/VENTILATOR/WINDOWS |
| 57 | Aluminium glazed doors with cup pivots of aluminium alloy to IS designation NS-4 of IS-737 and IS designation of A-5-M of IS-617, Heavy duty hydraulically operated, adjustable floor mounted door closer conforming to IS-6315 (single/double action), 250mm and 150mm long, 10mm dia anodized. Aluminium tower bolts as per IS-204 one each for each shutter, brass body mortice lock (6 levers, as per IS-2209) with aluminium handle on both sides, etc. all complete for each shutter, with plain anodized aluminium sections and 5mm thk. toughened glass as per IS-5437 . |
| 58 | Aluminium glazed window/ventilator with approved make sections, friction hinges, cast aluminium handle, etc. all complete with approved shade electrostatically powder coated aluminium sections and 6.3mm thk. laminated glass as per IS:2553. Openable type. |
| 59 | Providing and laying acid resistant, vitrified tiles of approved size as per manufacturer's specs. in floor/ skirting/ Dado laid over and including bitumen priming layer, 12mm thick Bitumen mastic layer and 6mm thick resin type chemical resistant mortar conforming to IS: 4443 including raking out and flush pointing of joints with resin type chemical resistant mortar, preparation of back ground surface, finishing etc. all complete. Minimum 10mm thk. tiles of approved size for flooring |
| 60 | Providing and laying Ceramic tile flooring of approved shade of premium quality of Kajaria make or approved equivalent set in cement slurry over 1:4 cement mortar bed of 35mm average thickness. Joints between tiling to be filled with grout of approved shade as per manufacturers specifications. Size : 2 X 2 (feet) |
| 61 | Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT and creating a chemical barrier under and around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. all complete as specified and directed. (Plinth area of the building at ground floor only shall be measured). |
| 62 | FALSE CEILINGProviding and fixing suspended false ceiling consisting of 12.5mm thick Gypsum plaster board suspended on GI framework with staggered joints. GI framework to consist of GI perimeter channels 0.55mm thick 20mm x 30mm along perimeter of false ceiling of ceiling, screw fixed to wall/partition with nylon sleeves and screws @ 600mm c/c. Suspending GI intermediate channels of size 0.9mm thick 45mm x 15mm from the soffit at max dist 1220mm c/c with ceiling angle 0.55mm thick 25mm x 10mm fixed to soffit using proprietary supplied GI cleats and steel expansion fasteners. Ceiling section 0.55mm thick web size 51.5mm and flanges 26mm each and 10.5mm lips are fixed to perpendicular to intermediate channel @ 457mm c/c using connecting clips. 12.5mm thk. tapered gypsum plasterboard (IS 2095-1982) is screw fixed to ceiling section with 25mm drywall screws @ 230mm c/c. Boards to be finished with proprietary supplied jointing tape and jointing compound and sand papered to achieve a smooth and seamless finish. and 2 coats of primer suitable for plasterboard applied and two coats of soft sheen enamel paint to be applied as per manufacturer specification.Rate quoted to include vertical drops of 250mm and all cut-outs required for light fixtures, smoke detectors and other services cut-outs complete as directed by Architect. (Vendor to account for additional supports as required).Rate quoted to include cost of providing support framework formed of perimeter channels for fixing light fixtures, AC grills/diffusers etc., Also to provide concealed perimeter channel support as required to support modular grid ceiling sections at junction between gypboard false ceiling and modular grid tile ceiling. |
| 63 | SANITARY WORKS |
| 64 | Cost of providing and fixing cera / hindware wall mounted EWC with power flush with seat cover etc, (Ivory colour) set in 1:2:4 concrete and doing necessary angles, connections.etc., |
| 65 | Cost of providing and fixing wash basin of cera/hindware make (cera/hindw) fixed to existing wall using necessary angles, connections, including all SS accessories like waste coupling, bottle trap, inlet connection tube etc., complete. |
| 66 | PILLAR COCKCost of providing and fixing pillar cock long neck with aerator. Jaguar or approved equivalent fixed with necessary accessories |
| 67 | ANGULAR STOP COCKCost of providing and fixing ½\\" dia Jaquar angle stopcock. |
| 68 | HEALTH FAUCETCost of providing and fixing Health faucet CP Jaquar are approved equivalent. |
| 69 | CONCEALED STOPCOCKCost of providing and fixing concealed stopcock Jaquar or approved equivalent |
| 70 | NAHANI TRAPCost of providing and fixing CI Nahani trap/ 'P' trap set in 1:2:4 concrete and jointed with spun hemp & doing necessary lead caulking and making necessary 1:2:4 concrete cistern, when req. and plastering with water-proof compound to a smooth finish. |
| 71 | Providing and fixing CP Brass 32 mm sizeProviding and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge |
| 72 | SS jaliCost of providing and fixing SS Jali of Jaquar /equivalent make |
| 73 | Providing and fixing mirror of superiorProviding and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 1500x450 mm |
| 74 | TOWEL RODSupplying and fixing Towel rod of standard make as per standard specifications |
| 75 | INTERNAL PLUMBING WORKS |
| 76 | Internal Plumbing work P/f 1/2\\" G.I.\\"C\\" class Tata / Zenith or equivalent pipe and 50mm & 75mm dia. PVC Pipe outlet ( prince or equivalent ) including G.I. & PVC assorted fittings, such as elbow,tees ,bends,& unions including applying creosote and wrapping with hessin cloth, including chasing the walls for concealing the pipe lines and making good the same. This includes providing & fixing 3/4\\" dia \\"C\\" class G.I. Pipe for inlet & outlet of Water Tank connection |
| 77 | EXTERNAL PLUMBING WORKS |
| 78 | Supply, transportation and erection of 500 liters SINTEX / Equivalent water tanks |
| 79 | Providing & fixing of external plumbing consisting of CPVC or equivalent pipes varying from dia 3\\" to 6\\" with all fittings like bend, tees, gate valves, NRV's, y's etc which Nani traps,special pieces and accessories for laying joiniting including testing & commissioning of all Pantry/toilets. |
| 80 | External WallsProviding and laying of ordinary plain cement plaster average 15mm thick 1:4 (1 cement : 4 sand) in single / two layers over brick wall / concrete surfaces, including hacking the concrete surface (RCC Wall / Column / Beam etc.) in foundation / superstructure. Rate to include cost of all labour, material, scaffolding curing, hacking the concrete surface etc., all complete. Cement supplied by the Contractor at their cost. |
| 81 | Providing and fixing chequered plate 6mm thk. In approved panel or over steel structure including cutting, welding, hoisting, fixing in position and applying two or more coats of approved quality synthetic enamel over a priming coat of steel primer complete as per drawing and specifications and directions of Engineer-in-charge. |
| 82 | Making plinth protection 50mm thick |
| 83 | 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) 25mm thick |
| 84 | External Water Supply System / Bore Well |
| 85 | Providing bore well with sufficient yield for all depth & seasoned use in all type of soil including soft and hard rock with supply erection, insttallaiton, testing and commissioning of submersible pump (sigle phase with dual starter) of good quality , IS marked (C.I. body) including provindg floor drainage system arround tube well and up to nearest storm water drain including drilling for the tubewell, providing casing pipes, cleaning, testing and commissioning of tune well system all complete as per specification, design basis, standard, code and direction of engineer-incharge. ORSupply, laying and commissioning GI water supply piping (Heavy Duty, Tata / Jindal / Indus make) with all fitting such as garden irrigation fittings, water meter, water connection, and all other fittings including earth cutting, filling, disposal of surplus earth, bore well 150 mm dia, 50 meter depth and submersible pumps CRI make 3 h.p.including all accessories, panel,wiring all complete in all respects as per scope of work, detailed drawings, technical specifications and directions of the Engineer-in-charge. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials including pipes, water meter (Class # B I.S Approved, Cresent / Kranti Make, 9999 Kilo. Lts. Reading capacity), valves,boring, priming, cabling, pumps, clearing, earth work, etc with all bye works and sundry works and consumables. OR Construction, testing and commissioning of Bore-Well as per the Scope and attached Drawing. |
| 86 | Buy-Back of Nilgiri Trees ( a total 599 Numbers) on \\"As is where basis\\" |
| 87 | Buy-Back of Nilgiri Trees ( a total 599 Numbers) on \\"As is where basis\\"The parcel is planted with a total of 599 Nigiri (Nilgiri) trees. These trees are exempted from transit permit and felling regulations as per the Corrigendum Notification issued by the Forest and Environment Department, Sachivalaya, Gandhinagar dated 10/09/2015. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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