Widening and Strengthening of Bheikuri Mahrara Road

Amount

Excavation of road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross aections, and transporting to the embankment location within all lifts and lead upto 1000m (Excavated eartth used in the vicinity. 301(3.6) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. (Local earth) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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 Two Coat ((1st and 2nd Layer ))Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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. Two Coat (1st and 2nd Layer )Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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.Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and applying Tack coat with bitumen VG-10 on prepared bituminous surface including cleaning of road surface and spraying tack coat at the rate of 0.25kg sqm using mechincal means. (MoRT&H Specification No. 503)Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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.(Excluding Cost of GST)

Providing and applying Tack coat with bitumen VG-10 on prepared bituminous surface including cleaning of road surface and spraying tack coat at the rate of 0.20kg sqm using mechincal means. (MoRT&H Specification No. 503)Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 507 complete in all respectsRequired for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Construction of dry lean cement concrete (DLC) Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 1 : 1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length constructioin, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

CEMENT CONCRETE PAVEMENT (CC ROAD) Construction of un-reinforcement plain cement concrete pavement thickness as per design, over a parepared sab base with 43 grade coment or any other type as per clause 1501 1.2M 30(grade) coarse and fine ggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mised in a concrete mixer of not less then 0.2 Cum capacity and appropriate weight batcher Josing approved mix design, laid in approved fixed side from work (Steel channel laying and faxing of 125 micron thick plastic sheet, wedges steel plates including levelling the form unk as per drawing) spreading the concrete with shovels, rakes compacted using needle arved and plate vibrators and finished in continuous operation including provision of traction and expansation construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (Where pecified) and water finishing to lines and grade as per drawing and technical specification approved Quarry grit Clause 1501.Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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 Carted earth 2 kmRequired for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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 by Hydraulic excavator/manual means. As Per SOR Ch.- 4 S.I. No 251 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. As Per SOR 275(a) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. As Per SOR Ch- 20-SR, 18Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR 6.1.1(i)Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supply and Laying of NP-3 Hume Pipe 350 mm dia including 15%Transportation Charges includin all materials, Labour, T&P etc. complete as per requirements of Site.Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supply and Laying of NP-3 Hume Pipe 600 mm dia including 15%Transportation Charges includin all materials, Labour, T&P etc. complete as per requirements of Site.Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Ruled Pointing on brick work with cement mortar of mix 1:3 (1Cement : 3 Fine Sand) SOR SI No. 574ARequired for proper completion of work as per direction of E/I.(Excluding Cost of GST)

12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) 1:3 (1 cement : 3 Coarse sand) As Per SOR Ch 13 SR. 583Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters. As Per SOR 672Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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 by Hydraulic excavator/manual means. As Per SOR Ch.- 4 S.I. No 251 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. As Per SOR 275(a) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) As Per SOR Ch. 5 Sr No. 6(a) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Construction of Embankment with Material obtained from Borrowpits (Lead 2Km.) :-Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 1 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supply of Laying Hume Pipe 1000 mm Dia Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Brick soling with straight overburnt bricks laid on edge including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work.Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supply and Filling of Gunny begss with local earth including placing as per requirement of site and as direction of E/IRequired for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separatelyRequired for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. As per Morth Specification. Sr 2.04 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

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 matter, dressing of sides and bottom and backfilling with approved material. As per Morth Specification No.-15.01, 304(B) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20 PCC Grade M20 using batching plant & Concrete pump. Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100 Sr 12.08 (R.C.C. Grade M-30) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications 1500, 1700 & 2200 sr no. 13.05. (RCC Grade M-30) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

R.C.C. M-30 :- Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and technical specification clause 800 and 1206.3 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supplying, fitting and placing HYSD (Fe-500) bar reinforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202. Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Drainage Spouts complete as per drawing and Technical specification. As per MORT&H Specification No. 14.9Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Back Filling behind abutment, wing Wall & Return wall Complet as per Drawing and Technical Specification. Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Providing and laying filter media undermeath pitching in slopes completer as drawing and technical specification cl. 1302 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORTH Specification No. 304, S.I. 12.3 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR Ch. 6 Sr. 5 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR Ch. 6 Sr. 6 Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supply and fixing of Hectometer Stone Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supply and fixing of Km. Stone Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Supply and fixing 5Th Km. Stone Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Lettering and Painting with enamel paint (renewal coat) including cost of material, labour and T&P etc complete. (CH-26, SI.No.10) Hectometer Stones Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Lettering and Painting with enamel paint (renewal coat) including cost of material, labour and T&P etc complete. (CH-26, SI.No.10) Km. Stones (Ordinary) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Lettering and Painting with enamel paint (renewal coat) including cost of material, labour and T&P etc complete. (CH-26, SI.No.10) Km. Stones (5th) Required for proper completion of work as per direction of E/I.(Excluding Cost of GST)

Part-A (Bituminous Work) 05 Year Maintenance Charge @ 2.50%) Routine Maitenance of road for 05 Years after the completion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.) 1-1st Year @ Nill

2nd Year @ 0.25%

3rd Year @ 0.50%

4th Year @ 0.75%

5th Year @ 1.00%

A P M CONSTRUCTION (BID ID -4851219)

SHRI KRISHNA INFRA DESIGN PVT LTD (BID ID -4839505)

Balaji Constructon (BID ID -4842529)

P.K. CONSTRUCTION (BID ID -4857258)

m/s raj builders (BID ID -4858602)

Ram Kumar Sharma (BID ID -4851921)