Widening and Strengthening of Tundla Awagarh Road (Tundla Etah Road SH-31) from 7m to 4 lanes from Chainage 5.00 to 22.500 (length 17.50 km) in Firozabad district

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MoRTH specification SI No.3.18(305) (Carted Earth Lead 3.0 km.)

Dismentling of old interlocking Tiles/ Bricks and disposal of dismantled materials up to a lead of 60 metres, stacking serviceable and unserviceable materials separately.as per MoRTH specification SI No 204(ii)

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.as per MoRTH specification SI No.3.3(301)

Extra cost for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc.SOR SI No. 253(A)

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density,as per MoRTH specification SI No.4.1(401/B)

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 with 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 SI No.4.14(406/A) Laying Using Mechanical Paver.

Providing and applying primer coat with SS1 grade 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. as per MoRTH specification SI No.5.1(502/A)

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519. as per MoRTH specification SI No.5.13(519)(Grading-II)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. as per MoRTH specification SI No.5.4(505/B) Grading 2

Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MoRTH specification SI No.5.2(503)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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. 507 complete in all respectss. as per MoRTH specification SI No.5.5(507/A). Grading 1

Re-Laying of old interlocking tiles in abadi portion Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.

Cast in Situ Cement Concrete M20 Kerb Over PCC M15 for Kerb base Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 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 clause 409. as per MoRTH specification SI No.8.1(408&409)

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.SOR SI No.4.1

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. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (i) upto plinth level. SOR SI No.5.2

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. as per MoRTH specification SI No.12.42(1600)

Wall painting (one coat) with plastic emulsion paint over specified Primer coat of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean all of dirt, grease loose pieces and prepare smooth. SOR SI NO. (27/18.58) ch-8

Providing and fixing PVC pipe conforming to IS make working pressure 4 Kg/SqCm incuding testing labour T&P and all complete fittings 110 mm diameter Including all cost of Material, Labour & T&P all taxes, labour cess etc.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres By Mechanical Means Cement Concrete Grade M-15 & M-20. SOR SI NO. (202iia) ch-10

Dismantling of existing structures Prestressed / reinforced cement concrete grade By Mechanical Means Cement Concrete Grade M-20 & above. SOR SI NO. (202iib) ch-10

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out.construction of shoring and bracing, removal of stumps and other deleterious meter. Dressing of sides and bottom and backfilling with approved meterial.as per MoRTH specification SI No.3.3(301). for Structures

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. SOR SI NO. (251) ch-4

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. SOR SI NO. (4.1) ch-5

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. as per MoRTH specification SI No.15.5(2504)

Providing and laying Pitching on slopes laid over prepared filter media including boulder not less then 40kg apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. as per MoRTH specification SI No.15.4(2504)

Toe protection A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters.as per MoRTH specification SI No.15.7(2504)

Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. SOR SI NO. (255) ch-4

PCC Grade M15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications 1500, 1700

Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR SI NO. (6.8) ch-6

RCC Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700, 2100 Grade M30 (For RCC Structure)

RCC Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700, 2100 Grade M30 (For Wearing Coat)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC -5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locations directed by the Engineer, all as specified. (Area-0.243 Sqm./Meter, Single Face)

Providing P.V.C pipe 75 mm dia for weep whole including of all material T & P etc requried for proper completion of the work

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 for Culverts

Water Bound Macadam-(G-2) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. For Diversion

Water Bound Macadam-(G-3) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. For Diversion

Tack Coat on Bituminous surfaces - Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. For Diversion

Open - Graded Premix Surfacing - Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. For Diversion

Providing and laying of premix sand seal coat Type B with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. For Diversion

Providing and laying of reinforced cement concrete pipe NP-3 1200mm HPfor culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (39 of Ch-1)

Providing and laying of reinforced cement concrete pipe NP-3 1000mm HPfor culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (39 of Ch-1) For Diversion

Pointing on brick work with cement mortar 1:3 (1Cement : 3 Fine Sand) (ii-Ruled Pointing)

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work.

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth.

Conditions :- 1- Cost of Maintenance of Road for Five Years will be paid as per E-in-C. Letter no- 3689lh0&OPRMC/ewy&23&24 Dt. 17.02.2024) 2- Maintenance cost includes all material, bitumen, labour and T&P etc. 3- Payment of maintenance shall be made as per final execution of civil work which may vary from the BOQ. 4- Bidder shall quote rate including all taxes but excluding GST.

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