Tender For Construction Of Dhamna Park Near Latika Murmu Park Under Madhupur Nagar Parishad.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 Sep 2026
8 days left
EMD
2.25 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Deoghar → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dhamna Park Near Latika Murmu Park Under Madhupur Nagar Parishad.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 2 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including rammimg and watering in layers not exceeding 150 mm thick with all leads and taxes all complete as per building specificetion and direction of E/I. |
| 4 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All works upto plinth level. : 1:2:4 (1 cement: 2 coarse sand(zone III):4graded stone concrete 40mm nominal size) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All works upto plinth level. : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement - All works upto plinth level. : 1:1.5:3 (1 cement: 1.5 coarse sand(zone III):3 graded stone concrete 20mm nominal size) |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 9 | Reinforced cement concrete work in wall (any thicknes) including attached pillars butteresses, plinth and string courses , fillets, columns, pillars, piers, abutments, posts and struts, etc above plinth level up tp floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand(zone-III): 3 graded stone aggregate 20mm nominal size) |
| 10 | Centering and shuttering including strutting , propping etc. and removal of form for foundations , Foundations, footing ,bases of columns, etc for mass concrete |
| 11 | Centering and shuttering including strutting , propping etc. and removal of form for foundations , lintels , beams, plinth,beams, girders, bressumers and cantilevers |
| 12 | Centering and shuttering including strutting , propping etc. and removal of form for foundations , column, pillars,piers, abutments, posts, and struts |
| 13 | Providing designation 100 A brick work with fly ash lime brick ( flag) confirming to IS 12894-1990(9\\"x4.5\\"x3\\") in C.M. ( 1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints , cost of screening materials , raking out joints to 150 mm depth , curing , taxes and royalty all complete |
| 14 | Providing 12 mm. cement plaster ( 1: 6) with clean coarse sand of F.M. 1.5 including screening , curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 15 | Finishing walls with textured exterior paint of required shade : : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied :@ 2.20kg/10 sqm |
| 16 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm) |
| 17 | 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. |
| 18 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL)-8 MM |
| 19 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.-10MM |
| 20 | 16 MM |
| 21 | Excavation in soil by manual means : Excavation for roadway in using manual meams including laoding in truck for carrying of cut earth to embankmant site with all lifts and lead upto 1000 metres. |
| 22 | 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. |
| 23 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 24 | 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 andproper 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. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 25 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 26 | extra for wet earth all complete as per specification and direction of E/I. |
| 27 | 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. |
| 28 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 29 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. : 2.26.1 All kinds of soil |
| 30 | Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). |
| 31 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm |
| 32 | Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers, well developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 33 | Providing and displaying of Dracaena Song of India (three in one), havinght. 30 cm and above, multibranched, well developed with fresh and healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 34 | Providing and displaying of Philodendron Burgundy mounted on moss stick 90 cm ht., well developed with full of fresh & healthy leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 35 | Providing and Displaying Acalypha Different colour well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge. |
| 36 | Providing and Displaying Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 37 | Providing and Displaying Ficus nuda topiary well developed with fresh & healthy foliage 45 to 60cm spread 75 to 90 cm ht. bushy in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 38 | Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 39 | Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 40 | Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25- 30 cm well developed in big size HDPE bags as per direction of the officer-in-charge. |
| 41 | Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 42 | Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 43 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 44 | Providing and stacking of Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 45 | Providing and stacking of Thuja compacta of height 45-60 cm., well branched in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 46 | Providing and stacking of Ipomoea purpurea (Morning glory) of height30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 47 | Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 48 | Providing and stacking of Petra volubilis of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 49 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 50 | Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot. |
| 51 | Providing and Displaying plants Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. |
| 52 | Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge. 2*3.14*0.9*1.2 |
| 53 | Rabbit Dustbin 70 Ltr Fibre-reinforced plastic (FRP) |
| 54 | Bench with backrest. Wooden/ Treated Bamboo/ Bamboo composite planks Fitted in cast iron frame Painted/ Polished with protective laquer coat |
| 55 | 3D LED Acrylic Letters Sign Board. I Love Signage City Name. 3D Acrylic Signboard Branding |
| 56 | Providing and laying 25mm thick kotah stone slab flooring of approved size texure and colour over 19mm thick base of lime mortar (1:1:1) (limeputty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 57 | Providing and laying Doublecharge 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 / ISO 13006 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. @ Size of Tile 600x600 mm . |
| 58 | Steel work welded in built up sections/framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings,frames,guard bar , ladder, railings , brackets , gates and similar work. |
| 59 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. |
| 60 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 61 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. |
| 62 | 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. |
| 63 | 30 W Led Based Solar Street LightModule - 150 WpBattery - 12.8 v , 60 AH, Light - 30 watt pole - 7 mtr |
| 64 | Fountain Pool : 20 ft. Dia. Provided by the Department(As per our design)Cascade Nozzles: 24 nos., 1 inch size, 6 nos. 1 ½ inch size. .Ball Joints: 24 nos., 1 inch size, 6 nos. 1 ½ inch size..Gate Valves: 24 nos., 1 inch size, 6 nos. 1 ½ inch size..Header: As per requirement.Ht. of Water: 05 - 10 ft. approx.Pump Power: 12.5 hp x 2 nos., 3 phase sub. F. pump (PRIMA) makeNo. of Lights: 24 no. (12V/12W, LED, sub. fountain lights in 5-6Colours)SMPS for Lights: 1 No.RGB Controller: 1 No.Light Stand: Made by Cast Iron and GI Fittings – 24nos.Cable: Double insulated 3 core PVC copper conductors for pump and 2/4 core round cables for lights.Filter for Pump: 2 nos.Electrical Materials: Supply of Electrical wires etc. for complete fountainsystem only. (For Inside the pool only, all wires used are from a Reputed Company)Electrical Panel: Supply of complete electrical control panel system Consists of main switch (MCB), starter with over load relays for pumps, etc. - 1 no. (All electrical equipments will be from a reputed company like L&T, Crompton Greaves, Havels, etc.)Electrical Work: Inside the pool for complete fountain system only.Plumbing Work: Inside the pool for complete fountain system only.Guarantee: One year from the date of completion.18ft. SEQUNCING FOUNTAIN |
| 65 | The spiral slide is made up of Fiber Reinforced Plastic (FRP) in 3 parts with holding having shell thickness of 3-4 mm. The slide is supported on a center support of 80 NB GI pipe. The landing supports of the slide are supported by 20 NB pipes. The slide ladder is made up of 40 NB GI pipe & ladder hand-railing is made up of 25 NB GI pipe. The triangular steps of the ladder are made up of 16 SWG GI sheets. The safety railing of the slide is made up of 15 NB & 20 NB GI pipes. The trader and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. |
| 66 | The disc challenger consists of a frame made from two 80 NB powder coated GI pipes with base plate and top bar also of 80 NB GI pipe of required size. The pad is hanged with a 20 NB powder coated GI pipe on a specially designed nylon pipe clamp of 80 NB and 20 NB, with ‘S’ hooks. The conical pads are made in rotational molding. The pad is fitted onto MS circle of 4-5 mm thick with GI plating. The plate is grounded with a GI chain and 25 NB GI pipes attached to it. |
| 67 | The hopping pad gives children’s a good hopping experience. The hopping pad is made from rotational molded linear low density polyethylene (LLDPE). The same is fixed to MS plate With GI plating welded and with 40 NB powder coated GI pipes of different lengths. |
| 68 | As the name suggests, this product has a combination of three products such as swing, slide and seesaw. The complete frame of this product is fabricated from 20 NB and 25 NB powder coated GI pipes. The slide in the combination set is made up of Fiber reinforced plastic (FRP). The slide landing support is made in 20 NB pipe. The slides are given a smooth finish so that the child does not hurt itself while playing on it. The bucket swing is made up of LLDPE and is attached to a nylon rope. For the bucket swing a handle is given for gripping, which is made in rotational molding and out of LLDPE. The see-saw lever and stand is made up of 20 NB GI pipe. The see saw seat is made out of LLDPE. The bearing used is of heavy-duty bush type. |
| 69 | The frame of A to B climber consists of alphabet shape ‘A’ and ‘B’ which is made from 25 NB GI pipes. It has spacers of 20 NB GI pipes. It also consists of a ladder placed between ‘A’ and ‘B’ made from 20 and 25 NB GI pipes. The whole product is powder coated to avoid rusting of the pipes and for esthetic look. The net climber is made up of nylon rope of 18 mm diameter which is attached by specially designed nylon clamps. These ropes are provided with pipe frame fabricated from 25 NB powder coated GI pipe. The rope is attached to “U” hooks welded to the frame. |
| 70 | The Multi Seater See saw comprises four Rotational seats. The lever consists of 20 NB and 80 NB powder coated GI pipes. The bearing used in this product is heavy duty nylon bush type. The stand for see saw is made using 50 NB GI pipe. |
| 71 | As the name suggests, four children can enjoy the four seater arc swing at one time. The arched shaped side frame is made of 80 NB GI pipes and top pipe is made up of 50 NB GI pipes. The frame is powder coated to give an esthetic look. The four swings are made up of 10 mm thick anti-skid chequered reinforced rubber top. The rubber belt seat is suspended on 6 mm rubber coated GI chain. The ball bearings are mounted inside a specially designed nylon clamp. |
| 72 | The trampoline is helpful in the entertainment and growth of the children. It consists of 25 NB powder coated GI pipes. The canvas provided in the middle is kept stretched with the help of high-tension springs. A cover is provided to the trampoline to hide the springs and gives an esthetic look to the product. Six nos of Leg pipes provided for stand are made up of 25NB G.I. pipes. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. |
| 73 | The main frame of LEG LIFT POST is made up of 80 NB G.I. pipes. 6 no of spacer pipes made by 25 NB G.I. pipes are arranged parallel at equidistance to form a back rest of product. The paired handle pipe consists of 25NB galvanized pipe fixed at the top and bottom of 80NB support pipe main frame. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. |
| 74 | The main frame of ABS BOARD is made up of 80 NB G.I. pipes with leg support structure. The back rest is fixed over 40NB back rest frame. Back rest is made up of rectangular pipes of 50 X 25 X 3 mm thick. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe closed by GI / HDPE caps for user safety against entrapment. |
| 75 | PUSH UP BAR- 40NB G.I. pipes are bent and grounded. Two frames are kept parallel to each other. These two frames together form Push Up Bar. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. |
| 76 | CHEST PRESS & SHOULDER EXERCISER COMBINATION-The center frame of the Chest Press & Shoulder Exerciser Combination is made up of 80NB G.I. pipe bend and FRP sheet. Specially designed brackets are bolted to center frame. These brackets are made of M.S. material with G.I. plating. The connecting links are made of 40NB G.I. pipes which are mounted to main frame with the help of specially designed machined shaft and bearing housings. The handle frame is made of 25 NB galvanized pipe. Handle is linked to the seat with 40NB pipe which is hinged to main vertical support pipe with the help of specially designed bearing assemblies. FRP / HDPE / LLDPE plastic seat fixed over 40 NB G.I. pipe seat frames. This seat frame is hinged over vertical support pipe through 40NB galvanized pipe links with the help of specially designed bearing assemblies. Bearings used are oil sealed, self-lubricated made by reputed company. Foot rest is made up of 20 NB G.I. pipes. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. |
| 77 | LEG PRESS-The main support frame of Leg Press Single is made up of 40NB G.I. pipe bend and G.I. sheet with two specially designed brackets attached on it. Brackets are made of M.S. material with G.I. plating. The moving frame of Leg Press is made of 40NB G.I. pipes which are mounted to main frame with the help of specially designed, machined shaft and bearing housing. Bearings used are oil sealed, self-lubricated made by reputed company. Foot rest is hinged to main frame with the help of specially designed G.I. plated clamp and 25 NB G.I. pipes. Gusset plates are provided to give extra strength to foot rest. Foot rest is made of high quality FRP (Fiber Reinforced Plastic) material. Specially designed Nylon pads are provided at the bottom of moving frame. Seat and back rest provided are made of FRP/ LLDPE / HDPE plastic. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. |
| 78 | The main frame of Hip Twister Double consists of 80 NB G.I. pipes with handle attached on it. Rectangular shaped handles are mounted in certain angle on main frame. Handle pipe is made up of 25 NB G.I. pipe. The rotating discs made from M.S. material with G.I. plating are supported over 80NB G.I. pipes stands with the help of specially designed heavy duty bearings. The discs are bolted to main frame with the help of 40NB G.I. pipe. Three foundation stands, made of 80 NB G.I. pipes and G.I. plated M.S. round plates are provided. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. |
| 79 | SHOLUDER EXERCISER100NB Galvanized main vertical support pipe fixed over square tube of 25 x 25 mm bottom frame. FRP / HDPE / LLDPE plastic seat fixed over 40NB G.I. bend pipe. Footrest is provided to seat frame which is made up of 25NB G.I. pipes. This seat frame is hinged over vertical support pipe through 40NB galvanized pipe links with the help of specially designed bush bearings. The handle pipe consists of 25 NB galvanized pipe. Handle is linked to the seat with 40NB pipe which is hinged to main vertical support pipe with the help of specially designed bush bearings. All pipes are uniformly powder coated up to minimum 60 micron thickness to avoid corrosion. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment. |
| 80 | SAND(22 Km radius) |
| 81 | Bricks(18 Km radius) |
| 82 | CHIPS (25 KM ) |
| 83 | Add 18% for G.S.T. |
| 84 | Add 1%Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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