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Tender For emergency repairs to the complex of the itimad-ud-daulla tomb, agra -supply of materials - repair charges for 0.85 m height old m.s. iron grill with whereas required 40x40x6 mm angle iron frame & 10 mm square bar including straightining, cutting, welding etc. including primer & painting etc. complete in all respect. (rate including g.s.t.), fixing charges for old 0.85 m height m.s. iron grill from the boundary wall with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) having size of 2.00 nos post (0.30x0.30x0.30) m including required labour & t&p. etc. (rate including g.s.t.), taking out / removal of fallen brick work in lime mortar old mughal brick manually including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer-in-charge. (rate including g.s.t.), earth work in excavation by 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 the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (rate including g.s.t.), providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia m.s. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with m.s. tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .the scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineerin-charge .the elevational area of the scaffolding shall be measured for payment purpose .the payment will be made once irrespective of duration of scaffolding. (rate including g.s.t.), structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete required for proper completion of work as per direction of engineer incharge. (rate including g.s.t.), providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per is:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin-charge. the sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (rate including g.s.t.), providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering. as per direction of engineer-in-charge. (rate including g.s.t.), brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). (rate including g.s.t.), providing of 12 mm cement plaster on wall of mix : 1:4 (1 cement: 4 fine sand) including labour and material etc. (rate including g.s.t.), supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads &
Tender For corrigendum : tender for supply of re grassing of lawn at the official residence of worthy director - trenching in ordinary soil up to a depth of 60 cm , supplying and stacking of good earth at site including royalty and carriage upto 25 km , supplying and stacking at site dump manure from approved source including carriage upto 25 km , mixing earth and sludge or manure in the required proportion , spreading of sludge dump manure and or good earth in required thickness , fine dressing of the ground by mechanical , providing and laying barmuda grass turf with earth 50mm to 60mm , disposal of garden waste excavated earth
Tender For tender for supply of soil investigation - consultancy services for digital topographical land surveying 9.97 acres by using electronic total station , showing all existing details like bldgs , fencing boundary wall , road and existing drain with invert level , existing main sewage line , spot level at 5.00m into 5.00m , and contour interval at 0.20m. marking of bm and tbm as directed by ge , marking of proposed area drainage , sewage disposal , road path culvert , external water suppluy , external electric supply , compound wall fencing gate and rain water harvesting and submission of drawings in autocad format 10 sets of colored drawings in soft copy in cd and 10 nos of data in hard copy in good quality paper approved by garrison engineer. , soil investigation of blgs to be carried out by a nabl accredited soil investigation agency govt engg college as per nbc is 1802 2131 2132 1888 2720 1904 6403 8009 1498 4968 and sp36. making bore hole of 150 dia upto 6 mtr depth below ground level collection of disturbed and undisturbed soil sample of an internal range of 1 mtr to 2 mtr performing spt at an interval of 0.75 mtr depth or at every change of soil starta which ever encounter first incl soil classification tests and bore hole of log data and evalution of safe bearing capacity and recommendations of type of foundations for suitability of earth obtain from foundation trenches including salinity test and chemical analysis of soil including following details. please see specification of document. , ditto- same as item no 2 above but depth upto 10 mtr or n value reaches 50 , whichever is earlier for isolated/combined/raft foudation.however depth of bore holes may be taken as 25 m for pile foundation. , ditto- same as item no 2 above but depth upto 15 mtr or n value reaches 50 , whichever is earlier for isolated/combined/raft foudation.however depth of bore holes may be taken as 25 m for pile foundation. , ditto- same as item no 2 above but depth upto 15 mtr or n value reaches 50 , whichever is earlier for isolated/combined/raft foudation.however depth of bore holes may be taken as 25 m for pile foundation.
Tender For corrigendum : various seasonal arrangements for the year 2025 26 for market committee makhu - various seasonal arrangements for the year 2025 26 in various mandis under the notified area of market committee makhu, making 50mm x 50mm furrows on existing road surface, dismantling stone pitching or soling (stone pitching dry) csr 8.2a, dismantling of existing brick on end edging complete in all respect as per pwd specifications., providing and laying of brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per punjab pwd specifications., relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded material grading-ii sopreading in uniform layers with motor grader on prepared surface, mising by mix by mix in place method with rotavator at omc, and compacting with vibratory roller to achive the desired density, complete as per technical clause 401 o morth&h specifications, compacting dismentled stone aggregates of grading ii to water bound macadam specification,rolling with smooth wheeled roller 8- 10 tonnes complete as per technical, water bound macadam grading ii (csr 24.13 ii) providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, complete as per technical clause 404 of mort&h specifications without screeening., water bound macadam grading iii providing, laying, spreading and compacting stone aggregates of grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming water bound macadam grading ii requisite type of binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete a, providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder vg-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of mort&h specifications, credit of materials (from raising & strengthening) bricks, credit of materials (from raising & strengthening) bricks bats, providing and applying tack coat with penetration grade bitumen vg-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of mort&h specifications (csr 24.18 b), providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a batch type hot mix plant with bituminous binder vg-10 @ 1.46kg per sqm, laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of mort&h specifications. including carriage of mixed material plant to site of work, providing and laying of premix sand seal coat premixed in batch type hot mix plant using specified fine aggregates and penetration grade bitumen vg-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 513 of mort&h specifications. including carriage of mixed material plant to site of work., earth work excavation in ordinary soil, kassi work undressed involving an avarage horizontal throw upto 2.00 meters and an avarage vertical lift upto 0.50 metre incincluding breaking of cloadsas ., cautionary sign board 600x600x600mm triangular as per irc 67-2001 with retro reflective h
Tender For maintenance of roads, i fixing bell mouths, na gi pipes, earth work in excavation, demolishing cement concrete, disposal of building rubbish, a cement concrete
Tender For construction of community centre at murgaghutu and kadma village under csr - 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 , earth work in excavation by mechanical means hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point 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 point 5 m as directed by eic , 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 point 5 m , supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete , providing and laying in position cement concrete of specified grade including the cost of centering and shuttering all work up to plinth level is to 1 is to 3 is to 6 ratio 1 cement is to 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size , providing and laying in position specified grade of reinforced cement concrete including the cost of centering shuttering finishing and excluding cost of reinforcement all work up to plinth level 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and struts etc above plinth level up to floor five level including cost of centering shuttering finishing and excluding cost of reinforcement 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size , reinforced cement concrete work in beams suspended floors roofs having slope up to 15 degree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level including the cost of centering shuttering finishing and excluding cost of reinforcement with 1 is to 1 point 5 is to 3 ratio 1 cement is to 1 point 5 ratio coarse sand zone iii ratio 3 graded stone aggregate 20 mm nominal size , brick work with common burnt clay fps non modular bricks of class designation 7 and half in foundation and plinth in cement mortar 1 cement 6 coarse sand , brick work with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level in all shapes and sizes in is to cement ratio mortar 1 is to 6 ratio 1 cement 6 coarse sand , half brick masonry with common burnt clay fps non modular bricks of class designation 7 and half in superstructure above plinth level up to floor v level cement mortar 1 is to 4 ratio 1 cement is to 4 coarse sand , supplying and stacking or filling for soak pit at site over burnt jhama brick aggregate 90 mm to 45 mm , cement concrete flooring 1is to 2 is to 4 ratio 1 cement is to 2 coarse sand is to 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate cement make nuvoco lafarge or ultratech or acc or as per direction of eic , steel reinforcement for rcc work including straightening cutting bending placing in position and binding all complete upto plinth level thermo mechanically treated bars of grade fe 500 d or more make sail tata jindal , 15 mm cement plaster on the rough side of single or half brick wall of mix is to 1 is to 6 ration 1 cement is to 6 fine sand ratio rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratec
Tender For construction of interlock kharja security wall and earth filling and drain for sludge disposal near mohan mittar house via bhanaram house towards balbir mittar house.
Tender For corrigendum : removal of earth from the periphery of pipe racks and disposal of these earth far off from the site for our civil and structural works-ii for residual utilities and offsite facilities at rajasthan refinery project barmer rajasthan