Tender For Construction Of Four-Wheeler Parking At Doctor Kothi (Near Bhalla Cricket Stadium, Haridwar) Under Kumbh Mela-2027
Tender Value
3.27 Crore
Estimated cost
Bid Submission
31 Jul 2026
9 days left
EMD
6.54 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Four-Wheeler Parking At Doctor Kothi (Near Bhalla Cricket Stadium, Haridwar) Under Kumbh Mela-2027
BOQ
| Sl. No. | Item Description |
| 1 | External Development |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 3 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : 2.2.1 All kinds of soil |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Preparation 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 earthwith lead upto 50 metres. |
| 6 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 cum |
| 7 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 for grading- II Material |
| 8 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. for grading-III Material |
| 9 | Providing 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). |
| 10 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 11 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete prepared with batch mixing machine |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete New work (Two or more coats) |
| 14 | Providing and fixing Speed Breakers of Size 350 W x 500 L x 50 H mm yellow black color as shown in the drawing with necessary fittings & fixtures as directed by EIC |
| 15 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 16 | Providing and fixing at work site machine cut Cobble of Granite with approved finish and shade as provide by the consultant of Size 100x100x60-100 mm for Flooring with tolerance not exceeding 10mm & having density of 2800-3000 kg/cum, Including Sand bed 30 mm thick & 1:4 C.M. cement mortar for filling joints, pointing with cement over joints Curing cleaning complete in all respect and loading, unloading, transportation as directed by Engineer in charge etc. Appropriate prototypes to be provided by the contractor and get it approved from design Consultant for achieving final look and feel as per consultant / Client before execution.Structure stability is the responsibility of the contractor. The contractor should have in-house structural engineer for the same. |
| 17 | Providing and laying precast reinforced cement concrete drain of internal size 200 mm × 200 mm, manufactured in factory using M-30 grade concrete, including reinforcement as per design, with smooth finished internal surfaces, true to line and level, laid over prepared base / PCC bedding, including jointing with cement mortar 1:3, hauling, loading, unloading, positioning, alignment, curing, and all incidental works complete.Providing and fixing FRP grating covers of suitable load class, manufactured from corrosion-resistant fibre reinforced polymer, anti-skid surface, UV-stabilized, modular type, fixed over precast drain using SS/HDG clamps, bolts and frames as required, complete in all respects. |
| 18 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
| 19 | Transportation of Existing casted precast Multi-Utility Duct (MUD) of internal Size 1.2 m x1.2 m (Load Bearing) in M-40 grade of concrete Including all supply of pre-cast MUD, from Sheesambada Plant(Selaqui) to Haridwar site including the cost of loading , unloading & stacking at site with the help of required capacity cranes inlcuding all lead & lift complete in all respect as per drawing & direction of Engineer-In-Charge. |
| 20 | Fixing of Existing casted precast Multi-Utility Duct (MUD) of internal Size 1.2 m x1.2 m (Load Bearing) in M-40 grade of concrete including the cost of loading , with the help of required capacity cranes inlcuding all lead & lift complete in all respect as per drawing & direction of Engineer-In-Charge. |
| 21 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 22 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 23 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below |
| 24 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area beyond 3 sq. metres |
| 25 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 26 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 27 | LANDSCAPING |
| 28 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 29 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) : |
| 30 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 31 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 32 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Shrubs Plant |
| 33 | Providing and stacking of Hibiscus variegated of height 60-75 cm. with 8 -10 branches and healthy variegated foliage in cement pots of size 35 cm as per direction of the officer-in-charge |
| 34 | Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 35 | Providing and stacking of Jatropha multifida (red colour) of height 60-75 cm. multibranched in p.bag of size 25 cm as per direction of the officer-in-charge. |
| 36 | Providing and stacking of Tecoma stans of height 90-105 cm. bushy in big size HDPE bag as per direction of the officer-in-charge |
| 37 | Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 38 | Boundary Wall |
| 39 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 40 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 42 | Providing and laying damp-proof course 50 mm thick with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources :4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 43 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 44 | All works above plinth level upto floor V level |
| 45 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 46 | Supplying & fixing Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position (including providing temporary scaffolding/staging wherever required) and applying a priming coat of approved steel primer all complete. |
| 47 | Supplying & fixing Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position (including providing temporary scaffolding/staging wherever required) and applying a priming coat of approved steel primer all complete. |
| 48 | Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for mass concrete |
| 49 | Centering and shuttering including strutting, propping etc. and removalof form for Columns, Pillars, Piers, Abutments, Posts and Struts, beams |
| 50 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4(1 cement : 4 coarse sand) |
| 51 | 15 mm cement plaster on rough side of single or half brick wall or 230 mm of mix : 1:4 (1 cement: 4 coarse sand) |
| 52 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 53 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 54 | Providing and fixing concertina coil fencing with punched tape concertina coil minimum 600 mm dia and 10 meter openable length, having minimum 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m to 3.00 m apart and with at least 9 horizontal R.B.T. reinforced barbed wire of minimum thickness 0.52 mm, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, with reinforced barbed tape(R.B.T.), Spring core (minimum 2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm or more with RBT tape and weight >43.478 gm/ meter (cost of M.S. angle shall be paid separately), all complete as per drawing and direction of Engineer-in-charge. Length of fenced perimeter shall be measured for payment. |
| 55 | Guard Room |
| 56 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : Ordinary rock |
| 57 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 58 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 59 | Providing 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, M 25 for mix design @ 330 kg /cum and 1:1:2 (1 cement : 1coarse sand : 2graded stone aggregate 20 mm nominal size) for cast in situ |
| 60 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement,M 25 for mix design @ 330 kg /cum and 1:1:2 (1 cement : 1coarse sand : 2graded stone aggregate 20 mm nominal size) for cast in situ |
| 61 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts, beams |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform |
| 65 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4(1 cement : 4 coarse sand) |
| 66 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) |
| 67 | Providing and fixing Powder coated Aluminum doors /window in 65x40mm frame with 80 mm palla section with 5mm glass (Saint Gobain Reflectasol) with neoprens gaskets, ahrdware, door closer etc. complete as per Architectural drawings and the directions of the engineer in-charge. basic rate of glass ( 80 rupees /per sqft) , shop drawing should be prepare by vendor and get approved from the architect |
| 68 | 15 mm cement plaster on rough side of single or half brick wall or 230 mm of mix : 1:4 (1 cement: 4 coarse sand) |
| 69 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand) |
| 70 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 71 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 72 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 73 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work |
| 74 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 75 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm ( basic cost Rs 65) |
| 76 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: |
| 77 | Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. Providing & fixing dry cladding upto 10m height with 30mm thick gang saw cut stone with machine cut edges of uniform color & size upto 1m x 1m, fixed to structural steel frame work and/or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately) White sandstone 30 mm thick gang saw cut stone |
| 78 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 79 | Providing 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, (i) Single socketed pipes. 110 mm diameter |
| 80 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litre with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. |
| 81 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 82 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 83 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia |
| 84 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 85 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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.Bend 87.5°110 mm bend |
| 86 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm |
| 87 | Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 88 | Providing and fixing 600x450 mm beveled 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. |
| 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal outer dia Pipes |
| 90 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support Including fittings & fixtures for tank shall be paid separately. |
| 91 | Providing and fixing PTMT stop cock of approved quality and colour. 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 92 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :.25 mm nominal bore |
| 93 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :.20 mm nominal bore |
| 94 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :.32 mm nominal bore. |
| 95 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :.15 mm nominal bore |
| 96 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :.20 mm nominal bore |
| 97 | Providing and fixing uplasticised PVC connection pipe with brass unions .45 cm length.15 mm nominal bore |
| 98 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 25 mm nominal bore |
| 99 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. |
| 100 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931:15mm nominal bore |
| 101 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore |
| 102 | Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement : 2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps |
| 103 | Providing and fixing PTMT pillar cock of approved quality and colour:15 mm nominal bore, 107 mm long, weighing not les than 110 gms |
| 104 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. 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 ) ,including 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 |
| 105 | Providing and fixing Brass Floor Clean Out plug FOR 110od PP pipe with suitable insert keys for opening to soil pipe / waste pipe of PP pipe as required complete as per drawing, approved sample and direction by Engineer-in-charge: |
| 106 | Providing & Fixing Low Noise Floor trap/ multi floor trap with minimum 50mm water seal with 110mm Top inlet, to complete the work as per satisfaction of engineer in the charge. |
| 107 | Providing and fixing floor drain of 110X75 size inlet and outlet including cutting and making good the walls and floors wherever required complete in all respects. |
| 108 | Providing and fixing 125mm chromium plated grating with ring and S.S anti cockroach basket and two S.S screws of approved design with grating screwed down to the ring with s/s screws and embedding and setting ring into the floor with cement mortar. (As per approved make). |
| 109 | 0.91 m deep with SFRC cover and frame (Heavy duty grade HD-20 grade designation) 560 mm internal diameter conforming to IS 12592, total weight of the cover and frame to be not less than 182 Kg, fixed in cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. ((Excavation and foot rests shall be paid separately) (a) With common burnt clay FPS (non modular) bricks of class designation 7.5) |
| 110 | Electrical Work- |
| 111 | Supply, Installation, Testing & Commissioning 8000mm conical pole made of continuously tapered circular Hot rolled steel pipe (E250 to IS 2062 : 2011) 172mm Bottom Dia x 76mm Top Dia x 3mm thick with 7900 mm Height. Pole section welded by certified welders using high end MIG welding processes. Mild steel service door 320mm height x 90mm with vandal proof mechanism. The control gear tray is prewired with 2.5 Sq.mm cable, 6A SP MCB and 32A stud type 4 way terminal block for loop-in / loop-out arrangement, 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. Mild steel mounting plate 280mm dia x 16mm thick Steel of grade E250 to IS 2062 : 2011 with 4 elongated holes 48 x 24 to suit M20 x 500mm bolts of grade 4.6 at PCD 230. The base plate have a cable entry hole as per the base pipe size. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. All dimension are within +/- 10% tolerance. After fabrication, entire pole is shot blasted (Inhouse). The pole is coated with zinc rich primer & pure polyester powder coating (coating thickness 60-80 microns). The Pole shall be provided with Graphite grey / Anthracite grey / Black as standard colour options or as per E/i direction requirement.Manufacturer must have inhouse shot blasting machine and powded coating chamber upto 9m . ( With Supply and erection of single arm bracket . ) |
| 112 | Supply, Installation, Testing and Commissioning of 150W (±5W) high-quality LED Street Light Fixture Should have minimum system efficacy of 160 lumen/watt for the offered wattage. The LED used shall have CCT of 5700K ±355, SDCM<5 and CRI>70. The housing should be made of non-corrosive single Piece Pressure die-casting aluminum, to withstand extreme environments. The luminaire shall have Integrated IP66 polycarbonate Cluster lens. The Luminaire driver should be made of Extruded Aluminum housing with IP67 protection for better thermal management and durability. Inbuilt Surge Protection: >=6KV. Power Factor: > 0.95 , Efficiency >90% ,THD: <10%. The name of the brand should be embossed/engraved & should not be mentioned using sticket/screen printing. The luminaire shall have Desclared Lifetime of 80K hours@L80. The Ingress protection should be minimum IP66 & impact resistance shall be IK08 for Optical part. Control gear compartment shall be Top/Bottom maintainable with without accessing/opening the optical compartment. The Luminaire should have external Surge protection of minimum 20KV SPD duly bolted in the Luminaire. The SPD should be able to sustain a minimum 15 Hits of 10KA rating i.e. Total of 45 hits across all the three modes. The luminaire should be of class B Serviceability. The LED used in the luminaire shall be SMD type only & shall be from either Lumileds, Osram, Nichia, Cree make only. The Driver should be withstand voltage stress of 440V for 8 Hrs. Should have an auto shutdown/cut-off at least less than 100V & 300V(±15V) and have an auto recovery feature.The luminaire and driver shall comply with IEC 60598, IS 10322-5, IS 161-03/05/06/07, IEC 61000-4-5, and EN 55015 standards, with test reports for IES, LM 79, LM 80, and TTC certificates from a NABL-accredited lab. It shall be CE and ROHS compliant, BIS-certified for luminaires and drivers, and design patented/registered to ensure high performance, safety, and durability. |
| 113 | Supply, Installing testing and commissioning of Street Light Distribution Board comprising of the following :1 no 100 4P MCB as incomer 1 no 100 A 4P Contactor (230 V coil)1 no selector switch to select automatic or manual operation1 set of ON/OFF push buttons for manual operation1 no L & T timer TSQ -ST (daily dial - 1x 24 Hours) 12 nos. 16 A DP MCB's (10 KA breaking capacity) as outgoings 200 A TPN Copper busbar.All interconnections and wiring as required for automatic ON and OFF operation of the SLD.2 mm thick M.S. sheet metal Cubicle Board as per specifications mentioned elsewhere in the document complete, including earthing as required. Street Light DB as described above complete |
| 114 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade. 3.5 x 10 sqmm |
| 115 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade. 3.5 x 35 sqmm |
| 116 | SITC of chemical earthing included maintenance free Copper coated earth rod with Low carbon steel, high tensile strength copper bonded rod with min 250 microns of copper coating. Diameter- 17.2 mm, Length- 3 meters, Material- Copper Bonded, Coating thickness- 250 microns min., Environment friendly, RoHS Certified low resistivity Carbon based Ground Enhancement material in 50 Kg pack to fill the bore area around the rod & providing of suitable connector and lug including excavation and refilling as per specification and directions of E/I, with poly plastic earth pit cover including locking arrangement having outer dimensions 310 mm x 310 mm x 190 mm and load bearing capacity 8 Ton complaining IEC 62561-5. |
| 117 | Supplying and laying of following size DWC HDPE/ HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part Il complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 118 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 8.0 metre and upto 10.0 metre (11.3.3) |
| 119 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/cable as required. |
| 120 | Septic Tank & Soak Pit |
| 121 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out |
| 122 | Extra for every additional lift of 1.5 m or part thereof in. All kinds of soil. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 123 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 124 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 125 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 126 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 12 mm cement plaster as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 127 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 128 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 129 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 130 | Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 131 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Square shape 450 mm internal dimensions |
| 132 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey With F.P.S. bricks as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). |
| 133 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement With 20x20 mm square bar as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysAug 01, 2026
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