Allahabad Development Authority-ADA has published Widening, Strengthening And Beautification Of Patrika Road From Nawab Yusuf Road To Thornhil Road, Prayagraj Widening, Strengthening And Beautification Of Patrika Road From Nawab Yusuf Road To Thornhil Road, Prayagraj. Submission Date for this Tender is 12-01-2022. Road Work Tenders in Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantling Brick work or stone work in lime and cement mortar and including stacking of materials as directed by the E/I within a distance of 60meter.(SI 692 SOR PWD 2020) |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the E/I within a distance of 60meter.(SI 694 SOR PWD 2020) |
| 3 | Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled material as directed by the E/I within a disttance of 60m (200 feet) |
| 4 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge |
| 6 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 15.43.1 Water bound macadam road |
| 7 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 8 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30cm in depth ,1.5m in width as well as 10 sqm on plan ) including getting out and disposal of excavatedearth lead upto 50mand lift upto 1.5m as directed by E/I (DSR VOL-1 / 2020/ 2.6.1) |
| 9 | Disposal of earth/malwa from site including loading and unloading complete in all respect.( SI 231a SOR PWD/2020) Upto 5 km |
| 10 | 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 clause 401 |
| 11 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 12 | Providing and applying Prime coat with bitumen Emulsion using Bitumen pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 13 | 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. |
| 14 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total 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. 507 complete in all respects. |
| 15 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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. 509 complete in all respects |
| 16 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to more than 5mm),including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 17 | Providing, laying and making kerb channel 30cm wide and 50mm thick with cement concrete 1:3:6 (1 cement,3coarse sand and 6 gradded stone aggregate 20mm nominal size),well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete as per the direction of E/I (VOL.2/16.63/DSR/2020) |
| 18 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm without frame complete as per standard design : 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Inlcuding FRP Gully Cover with frame as p[er E/I. Size 500mm x 450mm x 600mm |
| 19 | Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits (carted earth) with all lifts & leads 4000 mtr, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 20 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of E/I |
| 21 | Supply and fixing of 60mm thick rectangular shaped Mechanically compressed interlocking cement concrete paver blocks manufactured by high pressure & controlled vibration machine having plan and dimension 200 x (160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressive strength of concrete paver shall not be less than 30Mpa, including cost of all materials, labour,T&P etc required for proper completion of work as directed by engineer in charge including base of 50mm thick local sand. |
| 22 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 23 | Sand filling with local sand including supply of all labour, material and T&P etc. required for proper completion of the work. |
| 24 | 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 asper the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4: 1973. The studs shall be fixed to the Road surface SUB HEAD: 16- ROAD WORK 1008 using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 25 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) 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. |
| 26 | Class M-150 brick work in 1:4 cement and fine sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. Required for proper completion of the work. Excluding GST |
| 27 | Cement concrete with 20mm gauge approved stone grit, course sand and cement in proportions of 1:3:6 including supply of all materials,labour,tools & plants etc required for proper completion of work. (PWD item 280) |
| 28 | Finishing wall with water proof paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour tools plants etc. and One priming coat and one coat of dry distemper on new work including supply of all materials. Labour and T&P etc. required for proper completion of work. |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 30 | Supply and installation of GI Corrugated (coloured) 1.5m high Baracade with Wooden balli 3m Verticalc/c as approved by the engineer- In-charge complete |
| 31 | 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 150x150x3mm 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. |
| 32 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains 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 engineer-in-charge. (analysis attached) |
| 33 | Providing and laying in position machine batched and machine mixed design mix M40 grade concrete for reinforced cement concrete work, using cement concrete as approved design mix,, including puming of concrete to site of laying but excluding the cost of shuttering and centring,finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge. (DAR5.33.1+5.34.3)-Table-Top |
| 34 | Providing and laying coloured and textured imprinted cast in place concrete on Table-Top for Roads applying finishing the top surface in accordance with sprinkling of color hardner at the rate of 2.7kg/sqm. Floating the surface application of release agent, stamping the concrete with stamping tools, cleaning the surface with water jet and application of acrylic based sealer (Bomanite or Equivalent) for finishing complete as per the directions of Engineer-in-Charge.The work includes the laying of M-40 grade BMC/RMC concrete (Excluding cost of Providing M40 grade concrete) including well compaction, necessary finishing top surface, side supports, levelling, pumping, curing. etc., complete Treatment of Construction joints by Groove cutting of size 4mm x 20mm in panel size approximately 3mt x 3mt all complete as per approved design, pattern & direction of E/I. |
| 35 | 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. |
| 36 | Providing & Laying DWC pipe as per drawing Manufacturer / group company have production capability of pipes of sizes 100mm to 800mm ID, Stiffness class: SN 8. (Polypropylene) Pipes should be available with one line couplers – effective length- 6 meters + inbuilt socketfor pipes with off line couplers , “Double Wall Corrugated (DWC) Pipe above 150mm ID ( in all the stiffness classes), supplied with Integral non-detachable socket having a minimum ring stiffness of 4 KN/m2 when tested individuallyaccording to Annexure C of IS-16098 Part I, for leak proof Joints”Manufacturer / group company to have at least 3 years’ experience of production of any type/ specification of Double Wall corrugated ( DWC)pipes.the manufacturer of the pipes to also have valid accreditation under ISO 9001 & ISO 14001 & direction by engineer Incharge. |
| 37 | Supply, installation, testing and commissioning of Injection Moulded Plastic cable Duct /Trays / channel - Length per pc/per mtr-1000 mm (appx), Width (Internal /External)-240 mm/340 mm, Height (Internal/External)-155mm/230mm, Tolerance +/- 1%, Minimum Weight – Top & Bottom –8.0 Kg , Material- Polyolefin – Engineering Plastic , -Fire Protection Class K 1 in accordance with DIN 53438 part-2, Breaking Load->12 KN at room Temperature and other necessary technical parameters to carry Electrical cables as required complete with all accessories. |
| 38 | Removal of tree roots including disposal of same |
| 39 | MS work for Railing Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. |
| 40 | RCC Arm rest bench in grade M-45 6mm,8mm & 10mm Steel bar used.High classes finish due to highly compressive strength machines & Natural woody finish or as per your color choice as per specs. |
| 41 | Exacavation in ordinary soil (Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the foundation trenches or into the plinth and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST PWD SoR (SI. No. 251/2020) |
| 42 | Disposal of surplus earth and dismantled brick/CC/RCC at a distance of 5 Km. from site including loading and unloading complete in all respect. PWD SoR (SI. No. 231a/2020) |
| 43 | Sand filling with local sand including supply of all labour, material and T&P etc. required for proper completion of the work.(DAR 18.41.1A) a) Bedding at Bottom of Drain |
| 44 | Concrete with 40mmgauge approved stone ballast coarse sandand cement in proportion of 8:4:1 including supply of all material, labour, tools & plant etc. required for proper completion of work(SoR 281/2018) a) PCC for Drain |
| 45 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note:- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). DSR-5.37/2016 |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns etc. For mass concrete. For Drain footing (A.R.) |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) For Drain wall (A.R.) |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Top slab (any thickness) For Drain top slab (A.R.) |
| 49 | M.S. (tor steel or plain ) in plain work such asa RCC or RB work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST PWD-SOR-504/2020 |
| 50 | Providing and fixing precast perforated SFRC cover and frame (HD20 grade) 600x600mm square size complete as per specifications. (DAR 19.11.1.1) (A.R.) a) Drain |
| 51 | Concrete with 20mmgauge approved stone ballast coarse sandand cement in proportion of 4:2:1 including supply of all material, labour, tools & plant etc. required for proper completion of work(SoR 279a/2020) a) Drain for Dry Weather Flow (DWF) |
| 52 | Providing and fixing Aqa safe (PVC) pipes, having dia 110mm OD with 4 kgf/sqcm for drainage gutter pipe as direction by Engineer incharge External work. (A.R.) For road side gutter 5m c/c HOLES ON ROAD FACING SIDE OF DRAIN |
| 53 | For road side gutter 2.5m c/c HOLES ON BOTH WALLS OF DRAIN |
| 54 | Supply, installation, testing and commissioning of Injection Molded Polyolefin/ Plastic Cable Trays / channel - Length per pc/per mtr-1000 mm (appx), Width (Internal / External)-240 mm/340 mm, Height (Internal/External)-155mm/230mm, Minimum Weight – Top & Bottom –8.2 Kg. Tolerance +/- 2% for dimensions and weight,Material- Polyolefin – Engineering Plastic, -Fire Protection Class K 1 in accordance with DIN 53438 part-2, Load bearing capacity=15kN minimum at room Temperature, Each Cable Tray Covers should be withFour Plastic Fastener Locking Device. and other necessary technical parameters to carry Electrical cables as required complete with all accessories with 4 yrs manufacturing experiance. (A.R.) 4 nos. LHS and RHS |
| 55 | Constructing masonry Chamber 180x180x100 cm inside, 30m distance along the road Brick work with mortar 1:4 (SOR 305/2020) |
| 56 | PCC 1:4:8 100mm thick (SOR 281A/2020) |
| 57 | Plaster 1:4 (SOR 597D/2020) |
| 58 | RCC slab 1:2:4 with Shuttering (SOR 283/2020) |
| 59 | Steel (SOR 504/2020) |
| 60 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designedfoundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing with 7 years warranty. Rates include design ,fabrication, supply, transportation, and errection of the sign board and also inclusive of all taxes,royalty etc. all T&P/machine material and labour required for proper completion of work.(SI. new item 1(1)) SOR PWD 2020) (a) 90cm Equilateral triangle (A.R.) |
| 61 | (b) 60cm circular (A.R.) |
| 62 | Direction and Place Identification signs upto 0.9sqm size board.Providingand erecting direction and place identification retro reflectorised sign as per IRC:67 made of high intesity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. with 7 years warraty. rates include design, farication, supply, transportation and errection of the sign board and also inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work.(SI new item 2 PWD SOR 2020) (a) 90 cm x 90 cm size board |
| 63 | Supply & Fixing of Solar road stud as per PWD Specification& Direction by Engineer Incharge. |
| 64 | Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. (DSR 6.30/2019) |
| 65 | Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge. (DSR 8.32/2019) |
| 66 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. (DSR/8.30/2019) |
| 67 | Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. (DSR 6.7/2019) |
| 68 | Supply and stacking of plant Ficus panda of height 45-60 cm. with 6-7 branches and healthy foliage in p.bag of size 25 cm (DSR 8.26) |
| 69 | Providing and stacking of Ficus long Island of height 15 cm to 20 cm, full of branches and foliage in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. (DSR 8.29/2019) |
| 70 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. (DSR 8.49/2019) |
| 71 | Providing and stacking of Plumbego capensis well developed with fresh and healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge. (DSR 8.55/2019) |
| 72 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. (DSR 8.13/2019) |
| 73 | Providing and stacking of Euphorbia caracasana (bronze colour leaves) ofheight 60-75 cm. with 2-3 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. (DSR 8.16/2019) |
| 74 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :2.4.1 Screened through sieve of I.S. designation 20 mm (DSR 2.4/2019) |
| 75 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). (DSR 2.8/2019) |
| 76 | Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. (DSR 7.5/2019) |
| 77 | Providing and stacking of Cassia Fistula (Amaltas) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR 7.17/2019) |
| 78 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR 7.24/2019) |
| 79 | Providing and stacking of Grevillea robusta (Silver Oak) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR 7.45/2019) |
| 80 | Providing and fixing M. S. tree guard 50 cm square in plan, height 1.40 metre above ground level and 0.50 metre below ground level. The vertical members shall consist of four nos of angle iron of size 25x25x5 mm 1.9 m long, one at each corner and 8 nos flat iron of size 25x5 mm 1.4 m long. The vertical members shall be welded to 4 nos 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth , compaction etc. complete. The tree guard shall be painted with two coats of paint of approved brand and manufacture over a coat of primer, complete in all respect. (DSR 2.27/2019) |
| 81 | Providing and fixing of cement concrete M30 tree grating or surround size of 1500mm X 1500mm X 40/100 mm (4 Nos panels of 750mm Length X 750mm Width X 40mm ) complete. |
| 82 | Ordinary repairs as per PWD manual (Quarterly) |
| 83 | Cleaning of Kerb Stone – (Monthly) |
| 84 | Painting of Kerb Stone- one coat (Quarterly) |
| 85 | Thermoplastic paint for marking of Lane, Zebra, Stop Line, Table Top etc. – (Yearly) |
| 86 | BC (30MM) on Nov. 2024 for Maha Kumbh |
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