Allahabad Development Authority Tender

Disposal of dismantelted Brick/CC/RCC at a distance of 8 Km. from site including loading and unloading complete in all respect. (SI.No. 231(a)/2018)

Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20cm layers including ramming & dressing the surface to required level & slopes and also including 1.50M lift and 30 M lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 Mtr. distance as directed by E/I. (SI.No. 253/2015)

Disposal of surplus earth at a distance of 8 Km. from site including loading and unloading complete in all respect. (SI.No. 231(a)/2018)

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 earth with lead upto 50 metres as per MORTH specification clause 305.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH specification clause 401

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH specification clause 401 for Side walk.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH specification clause 503

Providing and laying bituminous macadam with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per MORTH clauses 501.6 and 501.7 to achieve the desired compaction.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.50 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH specification clause 503

Providing and laying semi dense bituminous concrete with 100 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per MORTH specification clause 407.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per MORTH specification clause 408.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (DSR 8.12/2016)

Providing and fixing 10x10x7.50 cm Granite stone block (Kerb Stone) hand cut and chisel dressed on top, for footpath edge etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of E/I. (DSR 16.92/2016)

Painting or Varnishing new work in small areas with one coat (upto one sq.mt) of ready mixed priming paint and two coats of approved superior quality ready mixed pait or varnish including supply of all materials, labour and tools and paints etc. required for proper completion of the work. Paint to be used should confirm the I.S.I No. 103-1950. (PWD SOR SI.No. 641+642/2018)

Construction of RCC covered drain along the road of Size 2 m X 1.5 m M-20 Grade with wall thickness of 0.2 m and top slab 0.1m thick with steel reinforcement as per design over 0.2 m thick PCC concrete with PCC base (1:4:8) complete in all respects. (Analysis Rate)

Catch Pits (Analysis Rate)

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (At the Edge) (DSR 16.62/2016)

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification. (DSR 16.50/2016)

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by E/I. (PWD-Ch-22/2015)

Construction of Speed Breaker table top of 6 m wide with base material of cement concrete of 1:1.5:3 and side slope (1:10) surface with betuminous coarse with CC paver (Table Top- 3m wide,3m of slope, 150 mm thick)

20 mm thick rough cast exterior cement plaster on wall consisting of 10 mm thick backing cast of 1:3 cement morter ( 1 cement : 3 coarse sand) and 10 mm thick finishing coat of 1:3 cement morter (1 cement : 3 coarse aggregate of size 6 mm to 12 mm) including arises, chamfer and/or round angles not exceeding 80mm in grith. Excluding GST. (PWD SOR SI.No. 13.07/2018)

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 1061 SUB HEAD : 16- ROAD WORK joints with white cement mixed with matching pigments etc. complete as per direction of E/I. (DSR 16.90/2016)

Color coded Dust Bin (2 plastic bin) mounted on stainless steel stand completed with all respect including fixing, installation completed at all respect. (M.R.)

Supply and fixing of 60mm thick rectangular shaped Mechanicallly copressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressivr strength of concrete paver block shall not be less than 30 MPa & Including cost of all material, Labour, T&P etc. required for proper complection of work as directed by engineer in charge including base of 50 mm thick local sand (PWD SOR SI.No. 20/2015)

Providing and laying 60mm thick faciory made cement concrete perforated interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of E/I. (DSR 16.68/2016)

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using VG-30 grade bitumen and green colour pigment to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per MORTH specification clause 512

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (DSR 10.26.1/2016)

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. (DSR 4.9/2016)

Bollards light: Providing and fixing RCC Bollard light of 300mmX 300mm X 750 mm with PCC (1:4:8) base with granite cladding and making groove of size 120mmX450mm on two side and fixing marble on groove and lighting fixture including cost of all materials, labour, hire charge of machineries complete (As per drawing) as directed by Engineer-In-Charge of the work etc., complete.

Supply and fixing Decorative pole and lighting fixture made of galvanised Mild steel pipes duly pu paint polyurethane paint coated. 4 mtr with Top Dia-76.1(3m),Bottom Dia – 139.7(1m),Base plate -300x300x12 (M.R.)

Construction of Brick wall for vending Zone of Size 10mX4.5m with 250 mm thick icluding PCC base and Plastering, DPC etc supply of material, Labour as directed by engineering in charge as per drawing and design complete in all respect

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year as per MORTH specification clause 307 Cordia Sebestena

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) as per MORTH specification clause 307

Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed as per MORTH specification clause 307

Planting and Maintaining of Flowering Plants and Shrubs as per MORTH specification clause 307

Providing and Placing Sitting arrangement around the tree,finished Sand stone complete all respect as per design and drawing. (M.R.)

Providing and Placing stone benches (Curb siting) of size 2 m x 450 mm x 450 mm with gang saw cut 30 mm thick mirrior polised pre moulded and pre polished red chunar stone slab insert on top of brick base cladded with yellow chunar stone as per design and drawing.

Providing and Placing Seating made from RCC rectangular block of size 2100mm X 450mm X 500mm in brushed/rough finish and cut shape for seating as per design/finish approved by Client, treated with water resistant Treatment coatings and all complete in direction of Engineer- In- Charge. (option -2)