Construction of 1x6 m span box culvert over Local Nala at Alampur Dayanatnagar Srain Parsanda to Narauli road ODR in km-3 in District-Barabanki.

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.as per morth specification no 304.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MoRTH Spes. 304

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. As per MoRTH Spec. 2100

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100

Furnishing and Placing Reinforced/Prestressed cement Concrete in super-structure as per drawing and Technical Specifications. As per MoRTH Spec. 1500, 1600 & 1700

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation 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 drawing foce. Complete as per drawing and Technical Specifications. As per MoRTH Spec. 2706 & 2200

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

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per MoRTH Spec. 2702

Drainage Spouts complete as per drawing and Technical specification. As per MoRTH Spec. 2705

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. As per MoRTH Spec. 2700

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per MoRTH Spec. 1500, 1600, 1700 & 2704

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per MoRTH Spec. 1500, 1600, 1700 & 2704

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic

Brick on edge pavement in BOE Soling Road with SOB / class-150 bricks laid dry joints filled with local sand .Rate inclusive of cost of bricks , preparation base of proper slope and its ramming spreading layer of 1.00 cm depth of local sand over the sub-grade including T&P etc. required for proper completion of the work. Rate complete & all inclusive.

Providing and laying of 1000mm dia HPNP4 at site including all labours and materials etc.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strenght and to form a layer of sub-base/base.

Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.350 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge .

Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (Mixol), laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge .

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per MORD Technical Specification Clause 510 and direction of Engineer-in-charge .

Earthwork in cutting or filling in embankment /Patri in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 Meter in depth and earthwork in embankment to be in 20cm layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 meter lifts used in making embankment or to be deposited as spoil banks within 30 metres distance per PWD Specification Clause 4.3 and as directed by Engineer -in - charge.

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet)SOR No. 694

Construction of KC drain side of road.Class - 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c pointing with 1:3 cement sand mortar i/c providing and laying base cement concrete in proportion 8:4:1 (eight part 4cm. guage approved brick ballast: four part approved coarse sand : one part cement ) curing complete , including supply of all materials , labour and T & P required for proper completion of work as per drawing attached. S.I. No.-251 + 275 + 307 + NBO 17.120

Construction of chute on the sloping high embankment i/c cost of all materials labour T&P etc.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc. Delinetor

Linear Delinetor Strip (LDS) on bridge

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810