Tender For Providing And Laying Of Paver Blocks, Kerbs, Drain With Construction Of Compound Wall With Entry Gate In Ayush Hospital At Pati, Dnh.
Tender Value
1.52 Crore
Estimated cost
Bid Submission
01 Aug 2026
3 days left
EMD
3.06 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dadra and Nagar Haveli → Dadra and Nagar Haveli
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Laying Of Paver Blocks, Kerbs, Drain With Construction Of Compound Wall With Entry Gate In Ayush Hospital At Pati, Dnh.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil |
| 2 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. |
| 3 | Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. |
| 4 | 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 50 mm 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. |
| 5 | Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth |
| 6 | Providing and laying natural stone paver blocks of thickness 50-80mm thick in drive ways or light traffic parking etc, of 300 x 300 mm / 300 x 600 mm or any approved size, laid in required pattern over 50mm thick compacted bed of sand/6mm aggregate, compacting and proper embedding/laying of paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling and finishing the joints with cement mortar (cm 1:4) and cutting of paver blocks as per required size and pattern, laying PCC 1:2:4 on paveing area,sweeping and cleaning debris etc complete all as per direction of Engineer-inCharge.The sample and supplier shall be approved before procurement of paver blocks |
| 7 | Providing and laying grid paver blocks (green paver block) of thickness 75mm in path ways or yards of 600x400mm or approved size, laid in required pattern over 50mm thick compacted bed of sand/6mm aggregate, compacting and proper embedding/laying of paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling and finishing the joints with cement mortar (cm 1:4) and cutting of paver blocks as per required size and pattern,planting grass in the the open areas of paver, laying PCC 1:2:4 on edges of pavered area,sweeping and cleaning debris etc complete all as per direction of Engineer-inCharge.The sample and supplier shall be approved before procurement of paver blocks.Planting of grass shall be paid in relevant item |
| 8 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge |
| 9 | 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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 10 | Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. |
| 11 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 12 | Coursed rubble masonry with stone of approved quality in foundations and plinth in Cement Mortar 1:4 (1-Cement : 4-coarse sand) etc. complete. |
| 13 | Providing material and labour for fixing rumblers strips of 500 x 100 x 15 mm of any design suggested by Architectect/ EIC like bottom design, chequered design, anti skid pattern specially designed for road grip as per drawing & sample approved by Architect which is covered with premix bituminous carpet at 1m centre to centre at approved locations to control speed marked with white strips of road marking paint etc complete as directed by Engineer in charge. |
| 14 | Providing installing Cast Iron bench (Seat size 1500mmx600mm) with 4mm thick FRP seating .The cast iron portion shall be finished with spray paint for shiny look.The sample shall be approved by Architect before procurement |
| 15 | Sec.14 Signage WorksCautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge.(A) Engineer Grade(VR) |
| 16 | Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and whitebends, the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x GOcms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)... |
| 17 | Parking Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 60 x 60cms. sequare plus 60 x 20cms rectangular additional plate as as per the design of IRC- 67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends, the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)... |
| 18 | Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends, the details of symbol or inscription/ numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)... |
| 19 | Floor Directory SignageProvidng and fixing of Modular Signages (removable) using Aluminium extrusions (Alloy 6060) with Anodizing (Thickness 15-20 microns). ISO:9001-2008 product with Premium grade Anodizing as per Qualanod and Qualicoat International standards. For Flat panels, plotter cut vinyl letters to pasted and for sliding profile print to be made of 3M vinyl printed with Hp latex 3rd Gen Eco friendly non toxic inks with UV lamination and 2 year print warranty. Sign panel shall be finished with anti-reflex cover 1mm thick with one side Matt and other side Glossy finish. Polypropylene (PP) End caps which can be fixed to the extrusion with the help of screws. Panels shall be clicked on to the end caps. Aluminium framing shall be fixed on surface with SS 304 screw and signage pabnel shall be laid on aluminium framing as per manufacturer's specification. Rate shall be inclusive of total modular signage system for all level, all height etc complete as directed by engineer in charge. Sampe shall be approved before execution and mockup shall be done with approved sample for 2 to 3 number of signage. (Measurement : Actual area for directory signage shall be considered for payment.) |
| 20 | Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of pipes.(iii) 300 mm |
| 21 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete. |
| 22 | Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M |
| 23 | Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M |
| 24 | Providing TMT Bar FE 500D reinforcement for R.C.C. |
| 25 | Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(A) Modular |
| 26 | 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand)etc. complete. |
| 27 | Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all type sections, in framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per the structural designs and directions of Engineer in charge. |
| 28 | Wicket GateSupply, Installation, Testing & Commissioning of following equipments/System Size :-Opening Width - 2000mmHeight - 1500 mmApprox weight up to 120kgGate material :Outer Frame : 100*50*3 mm thickInfills Thick : 50*50*3 mm thick |
| 29 | Motorised Sliding GateSupply, Installation, Testing & Commissioning of following equipments/SystemSize:-Opening Width - 10000 mmTotal width - 11200 mm (including 1200 mm overlapping)Height - 1500 mmDescription :-Gate material :Outer Frame : 100*50*3 mm thick Infills Thick : 50*50*3 mm thickApprox weight :Upto 820 kg.Gate operator :Sliding Gate Operator Upto 2100 kgs lever-operated limit switch, built - in control panel and radio receiver.Include:-Safety Sensor - 1 Pair, 4 module M.S rack - 7 mtr, :Remote, Blinker, Hooter, Technical specification, Supply-220 V, 50 Hz , Rated Power-800 W, Gear Ratio-1:30, Gear-Z16, Max. Torque-43 Nm, Max linear force-1350 N, Thermal Protection-, 5 degree celsius, Intensity-70 %, Operating Temp--40 to +40 degree celcius, Degree of protection-IP 54 |
| 30 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation level upto floor two level |
| 31 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in © Slabs,landing,shelves,Balconies, Lintels, Beams, Girdersand Cantilever upto floor two level |
| 32 | Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced oncrete and plain concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness. |
| 33 | Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. |
| 34 | Providing & laying of precast U shape surface utility duct, having size of 600 mm X 600 mm X 2000 mm long, T-6 load carrying capacity – 4.8 T Axle Load – 2.4 T Wheel Load-light motor vehicle confirming to Indian Standard requirements, having High Performance Self Compacting concrete of M-40 cylinder strength/M-50 cube strength & Fe 500D shall be used for reinforcement.. The product shall have tie shape groove 10-20 mm width, 25 mm depth as per IS on both sides of each for jointing two precast units using cement mortar or suitable non shrink grout.The product should also have about 10mm groove in the centre of both internal walls for fixing perforated plastic shelf to place light weight cables on it. The precast U shape surface utility duct must consist of special in built insert at appropriate location for fixing De-shackle for mechanical installation , including supply ,transportation on specific location at site in line ,level , gradient and plumb with necessary testing commissioning etc complete as per instruction of engineer in charge. |
| 35 | Providing & laying factory made Precast Lid having size of 500 mm X 730 mm X 80 mm thick, suitable for placing on U - Shape 600 mm X 600 mm, T-6 load carrying capacity – 4.8 T Axle Load – 2.4 T Wheel Load (light motor vehicle load) confirming to Indian Standard requirements having High Performance Self Compacting Concrete of M-40 cylinder strength/ M- 50 cube strength and having anti-skid finish at top with specially designed lifting inserts of appropriate load carrying capacity and fixed at specific location to avoid the tilting of the lid for safe & faster installation. The Fe 500D shall be used for reinforcement. The precast Lid must consist special arrangement at appropriate location for mechanical installation including supply, transportation, at site in line, level, gradient and plumb with necessary testing commissioning etc. complete as per instruction of engineer in charge. |
| 36 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil - 300 mm dia. |
| 37 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer –in-charge. 150 mm nominal size dia. |
| 38 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 39 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 40 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150mm dia. |
| 41 | Providing and fixing M.S. clamp of required dia made of 100 x10 mm flat to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts and nuts of required size complete.: 150mm clamp |
| 42 | Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. |
| 43 | Supplying, filling, spreading and leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. |
| 44 | Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer-in-charge. |
| 45 | Excavation, constructing with Bricks , plastering etc complete the 3mtx3mt size recharge pit as directed by EIC |
| 46 | Providing and fixing Stainless steel bar screen and chamber for pre filteration |
| 47 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(i) 300mm dia. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 01, 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 · 3 daysTender Documents
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