Widening and Strengthening of Budaun Bilsi Islamnagar Road (Sh-51) Ch. 0.000 to 35.00 in financial Year 2025-26.

Amount

Cleaning and Grubbing road land including uprooting rank, vegetation grass, bushes, shrubs, sapling and trees including removal and disposat of top organic soil not exeedign 150 mm in thickness in Km-1 To 12.500. Clause No. 2.30 (201).

Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work. (Morth Specification 3.13 304 B)

Construction of embankment with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MORT&H specification No.305

Construction of embankment with material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. For Compaction of earth Only.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grador 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

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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)).

Providing & applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2019) No. 5.01 (502). For DBM

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP usingh crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.0 per cent by 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. 505 complete in all respects.

Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces cleaned with mechanical broom including cost of all type of materials,labour T&P etc. required for proper completion of the work as per MORT&H specification (2001) no.503 For BC

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 (VG-40) @ 5.4 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. 509 complete in all respects

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. DAR 16.83

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). DAR 16.84

Providing and laying of factory made 80 mm thick interlocking cement concrete tiles(30mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles levelling and dressing of surface to required level and slope ,filling joint with fine sand including the cost of materials, labour, T&P etc. required for proper completion of work as directed by Engineer Incharge.

Providing and laying stone boulders of 25 to 60 kg weight, from approved Lalkuan quarry including cost of all materials, labour and T&P etc. required for proper completion of work.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in drain/Culvert complete as per Drawing and Technical Specifications. complete as per MORTH IInd Revision 2019 Specification Clause 1500,1700& 2100 (M-20)

HYSD Steel or iron work in foundation, Sub-structure, Super-structure, wingwall, cut-off wall etc brought to required shape including cutting, bending & also including cost of necessary reinforcement for proper completion of work and autorised overlapping shall be measured.

Supplying & Fixing PVC pipe for bridge work of pressure 6 kg/cm² of 100mm internal dia including cost of all materials, labour and T&P etc. required for proper completion of work as per item no. 24, ch. 1 of PWD S.O.R.(for weep hole)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Providing ,laying and fixing of 1000 mm RCC NP3 class hume pipe in proper position in culvert.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectiorising glass beads @ 250 gms per sqm area , thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35.The finished surace to be level, uniform and free from streaks and holes including cost of all type of material labour, T & P etc. required for proper completion of the work as per MORT & H specifications (2001) No. 803 complete.

Supply & fixing of moulded shank cats eyes moulded shank rased pabmant marker made of polycornate moulded body and refelcted panels with micro parismatic lanes face comforming to astmd 4280 type as and compaying specification of catagoryes of MORTH surcular no.RW/NH/3302/10-97 du third date 11-06-1997. the hinght width and lenght shall no txceed 20 mm 150mm and with minimum refelective area of 13 sqcm and the each side, slope to rhe base shall be 35 degree. fixing well be with out mails but using twinpolymer shanks using bitumen adhesive on bitumen roas as per maunfacturers recommandation including side clearance etc and complete as direction of engineer in charge, rate are included all txes GST.(sollar,studs or yellow cats eyes to way and res and white two way cat eyes.)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) 60cm Equilateral (Give way)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90cm Equilatral

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. 30cm x 90cm (hazards left/ Right)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. 50cm x 60cm (Single Chevron)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. 60cm Circular

Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtaned from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D) 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mid steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm., below ground level as per approved drawing, complete.

M/S R P INFRAVENTURE PRIVATE LIMITED (BID ID -5806963)

M/S A B INFRAZONE PRIVATE LIMITED (BID ID -5803878)