s/w of 4 Lane Majhola Birhani Road

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thicknessas per MORTH Specification section 200 complete in all respects.

Excavation for roadwork 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 sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of embankment with approved 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 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects.

Construction of embankment with approved 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. (Carted Upto 3.00 Km) As per MORTH Specification. Clause 305 (3.16)

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 MORTH Specifications Section 300, table No. 300-2 of MORTH specifications section 300 complete in all respects. (Carted Upto 3.00 Km)

Construction of granular sub-base Grading 1 by providing close graded Material Lalkuan Quarry, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, as per section 400 of MORTH specifications complete in all respects. In two layers.

Providing, laying, spreading and compacting graded stone aggregate Lalkuan Quarry 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 grader 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 (4.14). In two layers.

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 1% OPC grade cement and 3.5% Emulsion (Hincol) in uniform Single 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 section 400, 500, relevant IRC Codes and UP PWD Circulars issued from time to time, complete in all respects.

Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, as per MORTH Specifications 500 complete in all respects.

Providing and laying dense graded bituminous macadam Grading 2 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 4.5 per cent, mini., 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 section 500 complete in all respects.

Providing and applying tack coat with VG-10 (IOC/HPCL) 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 Specifications section 500 / relevant IRC codes complete in all respects.

Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 5.4 per cent, mini., 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 specifications 500 complete in all respects.

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 materialas per MORTH Specification section 200, 300 complete in all respects.

PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300

Sand Filling in Foundation Trenches as per Drawing & Technical Specification section 300 complete in all respects.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications section 1300 complete in all respects.

Brick Masonry Work in Cement Mortar 1:3 in Substructure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications section 1300 complete in all respects.

Supplying and Laying of Compacted 40 mm gauge brick ballast around and below Hume Pipe comlete in all respects as per specifications section 2800, 2900 etc. complete in all respects.

Providing and Laying of 1000 mm dia RCC Hume Pipe NP-3 Class etc. Complete in all respects as per Technical specifications section 2900, 2800 etc.

Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications Section 1300 & 2200 etc.

Reinforced Cement Concrete grade M-25, complete in foundation all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant.

Reinforced Cement Concrete grade M-25, complete in Superstructure/ Slab all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in Foundation complete as per Drawing and Technical Specifications section 1600 complete in all respects.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in in Substructure complete as per Drawing and Technical Specifications.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drainage face complete as per drawing and Technical Specifications Section 2700 & 2200 etc.

Providing Cost of dewatering I/c cost of boaring,laying of 4" dia P.V.C.pipe ,hire charges of 7.50 K.V.Deisel pumping set ,hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also I/c wages of repairing leakage during operation with hire charges of tractor I/c loading & unloading pumping set complete in all respect to carry out various activities of foundation work etc. conforming to and to the requirements of section 300, 2100, 2400, 2900 as the case may be.

Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.(S.N.762b)

Cutting of road surface.

Applying one coat of cement primer of approved brand and manufacture on wall surface. SOR 13.43.1

Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. As per D.S.R. 13.26

Painting first coat over priming coat(but excluding cost of priming coat) on wood or steel snd other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and includjng cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials ,labour ,T&P etc required for the proper complition of the work.

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give as even shade, including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 660

Cast in Situ Cement Concrete M20 Kerb 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

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. Assuming depth of water 4.0 m and height of island 4.5 m. As per Morth 12.9 B

Providing and constructing one span service road to reach island location from one pier location to another pier location. As per Morth 12.9 C

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 12.1 A

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. As per Morth 12.25 (1100 & 1700)

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. As per Morth 12.22 (1200 & 1900)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. RCC Grade M35. As per Morth 12.38 (1100, 1500 &1700)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15. As per Morth 12.8 (1500, 1700 & 2100)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth 12.4 (1600)

Prestressed / Reinforced cement concrete grade M-20 & above. As per Morth 2.4 C

Back Filling in Marshy Foundation Pits. As per Morth 12.1 (VI)

RCC Grade M35 using batching plant transit mixer & Concrete pump. Height above 5m to 10m. As per Morth 13.5 H (q)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per Morth 13.6 (1600 & 2200)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. As per Morth 13.16 (2000 & 2200)

Using Batching Plant, Transit Mixer and Concrete Pump. RCC/PSC Grade M-40. Height above 10m. As per Morth 14.1E (i) (r)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures M-40 and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. As per Morth 8.22 (811)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per Morth 14.2 (1600)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. As per Morth 14.26 (2607)

Drainage Spouts complete as per drawing and Technical specification. As per Morth 14.9 (2705)

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. As per Morth 14.10 (2700)

RCC M30 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per Morth 14.11 (1500,1600,1700 & 2704)

Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job.

Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. As per Morth 14.16 (800)

M/S SOBTI INFRATECH LIMITED

SHARMA CONSTRUCTION PROJECT PVT LTD