Tender For Construction Of Park Boundary Wall Laying Of Compound Wall/Paver Tile For Pathway And Other Allied Works At Tikri Khaani Near Shiv Temple In Ward 72Amount : 55.75 Lacs
Tender Value
55.75 Lakhs
Estimated cost
Bid Submission
18 Jul 2026
5 days left
EMD
1.11 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Park Boundary Wall Laying Of Compound Wall/Paver Tile For Pathway And Other Allied Works At Tikri Khaani Near Shiv Temple In Ward 72Amount : 55.75 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil : |
| 2 | Removal of Excavated mulba, dismantled unserviceable material from the site of work by MT/Animal transport or other wise including loading /unloading complete job. |
| 3 | Supplying and stacking of good earth at site including royalty (earthmeasured in stacks will be reduced by 20% for payment) |
| 4 | Supplying and stacking at site dump manure from approved source including carriage complete (manure measured in stacks will be reduced by 8% for payment) Screened through sieve of I.S. designation 16 mm |
| 5 | Grassing with selection no. 1 grass including watering & maintenance ofthe lawn for 30 days or more till the grass forms a thick lawn free fromweeds & fit for mowing including supplying of good earth if needed (thegood earth shall be paid separately.)17.10.1 In rows 5 cm apart in either direction |
| 6 | Rough dressing of the trenched ground including breaking clods. |
| 7 | Fine dressing of the ground |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 14 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 the joints except at sharp curve shall not to be more than 5mm) including making drainageopening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 15 | Providing and fixing of interlock precast cement concrete paver tiles 60mm thick of M-30 Grade over cement mortar 1:4 & joints to be filled with cement mortar 1:3 mix.( Complete Job) |
| 16 | Providing and fixing Floor Mounted Garbage Bin / DUST BIN (SINGLE) for 50-60 litres Speciϐication: Garbage Bin container shall be made from Linear Low Density Polythene Plastic (LLDPE) material made by Rotational Moulding Process covered with suitable lid of same material duly hinged with the container. General Technical Requirements: The Garbage Bin body shall be designed in such a way to give strength in each side and bottom of the container. The design of the Garbage Bin should be such that it should stand erect and stable on ground without stand. The Garbage Bin body shall be vertically symmetrical (10 % inward tapering) from top end to bottom end. Collar of Garbage Bin should be designed in U shape having curve radius 12.5 mm and at least 25 mm height as per drawing . Garbage Bin lid should have opening in front side for putting the garbage. The lid shall have a semi circle opening for rectangular Garbage Bin with height of 200 mm and also have at least 25 mm rib around the opening of lid to prevent the garbage spill over . Lid and container of Garbage Bin should be ϐixed with heavy duty hinge made of steel( strip 40 mm wide and minimum 2mm thick sheet) with suitable riveting and screw arrangements as shown in the drawing. The lid should have 40 mm height border around three sides & the forth side (back side) to be ϐixed with hinges. The LLDPE Garbage Bin should be mounted on a steel cage ϐitted into two steel standposts with bushes to enable rotational motion of Garbage Bin as per detailed drawing shown for removal of garbage and cleaning and also for easy handling. Length of standpost for bin above the ground shall be 900 mm for 50-60 litres, below the ground for erection in the concrete properly with marking on the standposts to indicate the ground level. Standpost should be made from MS black pipe 25/32 mm NB for 50-60 litres bin, with suitable anchoring made of MS pipe at the bottom of the standpost for grouting. The steel cage should have locking system with the standpost . The minimum thickness of LLDPE Garbage Bin container and lid shall be 4mm for 50-60 litres, The each LLDPE Garbage Bin container and lid should have at least 0.25 % UV . The height of the Garbage Bin on structure should be such that the user can push in the garbage at a maximum height of 4 feet. The variation in Length, Width and Depth of container of Garbage Bin shall be +- 3 % under the condition that its capacity should not be less than the required limit and function properly. LLDPE Garbage Bin container and lid shall be made from only virgin material and no recycled contents shall be used for manufacturing of the LLDPE Garbage Bin container and lid. The colour of the LLDPE Garbage Bin container & lid shall be green and/ or blue for biodegradable and non-biodegradable as per requirement of the indenter. The tensile strength of LLDPE material shall be 15 MPa (1.5Kg/Sq.mm) Minimum. Scope of Work:- Items on R/C would be a supply contract only. Installation/ Commission of the Garbage Bin including civil work in cement concrete making in the ratio of cement concrete 1 : 1.5 : 3 over a levelling course of cement concrete 1:5:10 for fixing of equipment’s at site, complete in all respects. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for:Suspended floors, roofs, landings, balconies and access platforms. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for:Under 20 cm wide |
| 21 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work)20 mm dia. nominal bore |
| 22 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete 20 mm nominal bore |
| 23 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 24 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 25 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 27 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) and applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 28 | Providing and fixing Monoblock Pump 1 Hp of Approved Brand/ make Like Crompton , havels ,etc. with Motor Room of 2.6x2.6x2.6 Feet Complete Job as per the directions of Engineer -in-Charge. |
| 29 | Providing and Fixing Stainless steel benches of 304 grade SS welded contt fully assembled with embeded type feet 3 seater capacity as per the design approved by the Engineer in charge including the cost of embeding thefeet in concrete base after making necessary troughs. the concrete base shall be of mix M10 laid over levelling cource of M5. The cost includes the Carriage of all the materials required for the complete job. |
| 30 | Construction and cost of ornamental shelter ( Canopy) in circular shape in cement concrete work M-20 Grade (1/1.5:3) Mix in shape bamboos ( giving benzetion looks) Including Pillars moulded and giving in trunk shape look sloping RCC roof in shape of bamboos including earth work Excavation and cost of material with leads lift and painting etc. ( the painting with varnish ) work should give natural dry look of bamboo colour complete the job in the cement bamboo type railing and in between pillars of 6 no.s as per below specification:-(i) Inner dia 19´-0´´(ii) Outer dia 22´-0´´(iii) Pillar 6 no’s 1’-0” dia and 9´-0´´ Ht. (iv) Sitting place RCC Slab all-round the shelter in 1´-6´´ width.(v) Ht. of Shelter ( Canopy ) 9´-0´´ from floor level to beam level.(vi) Minimum Ht. of railing – 3´-6´´(vii) Minimum depth of trenches for pillars from ground level = 3´-0´´ x 5´-6´´(viii) Minimum depth of trenches of walls between pillars =2´-0´´x 2´-6´´(ix) Ht.of plinth from lawn Ground -level = 1´-6´´(x) Cement Concrete 1:4:8 mix 40 mm stone aggregate under foundation bed and flooring.(xi) Flooring 50 mm thick using 20 mm stone aggregate. ( Comlete Job ) |
| 31 | Carriage of material Sand and Stone Aggregate 20 mm From Source to site of work Average 10KM by MT. including loading , unloading and stacking complete. |
| 32 | Carriage of Bricks av. 10 km by MT from source to site of work including loading , unloading and stacking complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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