Water Resources Department Tender

Earth work excavation of foundation, loading, unloading and carriage by mechanical means in all kinds of soil including stony earth, gravel and moorum etc. inter spread with boulders up to ½ cum. size with all lifts and delifts including trimming the slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as direction by the Engineer-in-charge within an initial lead of 1 Km. including labour cess etc. from the place of excavation complete.

Providing single under reamed R.C.C.pile of 400 mm dia board compaction pile driving to a depth of 6.00 m from the specified level made of RCC M-30 grade using 20 mm downgraded size black CBHG chips including cost of boring but excluding the cost of steel and labour charges for cutting, bending and binding of steel including mixing in concrete, hoisting and laying concrete with all lead, lift and delifts and placing over scintificaly approved surface and curing for specified period with cost, conveyance, royalty, cess etc. complete as per approved drawing and specification as per direction of Engineer-in-Charge.

Providing single under reamed R.C.C.pile of 400 mm dia board compaction pile driving to a depth of 9.00 m from the specified level made of RCC M-30 grade using 20 mm downgraded size black CBHG chips including cost of boring but excluding the cost of steel and labour charges for cutting, bending and binding of steel including mixing in concrete, hoisting and laying concrete with all lead, lift and delifts and placing over scintificaly approved surface and curing for specified period with cost, conveyance, royalty, cess etc. complete as per approved drawing and specification as per direction of Engineer-in-Charge.

Providing, supplying, driving and fixing "Z" type sheet pile up to maximum depth of 6.00 mtr. including hire and running charges of driving machine and all labour charges with interlocking sheet piles including cost, carriage, handling, loading and unloading of sheet pile to worksite including welding whereever necessary to form a water tight cut off and including all incidental charges, cess complete as per approved drawing and specification as per direction of Engineer-in-Charge.

Earth work in excavation of foundation of structures by manual / mechanical means in all kinds of soil including stoney earth and gravel in both wet and dry condition including jungle clearance, stumps removal, shoring, shuttering, proping, bullah pilling, dewatering the foundation, providing coffer dam, diverting the water away from the structure levelling and dressing the slopes and bed including breaking clods to maximum 5 cm to 7 cm size and depositing the excavated materials away from the working area / in the embankment section in layers not exceeding 15 cm in depth or any specified place with all leads, lifts, delifts, handling and rehandling etc.complete cess etc. complete as per drawing ,specification and the direction of Engineer-in-Charge.

Filling foundation and plinth with sand by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess etc all complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Providing & laying cement concrete conforming to M-10 grade in approved surface using 40 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Providing & laying cement concrete conforming to M-15 grade in approved surface using 40 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Providing & laying RCC/PCC conforming to M-30 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for RCC/PCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge.

Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and delifts.with all labour, cess complete including cost, conveyance of steel and binding wires of 18 to 20 gauge complete and as per the direction of Engineer-in-Charge.

Rigid and smooth steel centering and shuttering at all heights of bridge work such as well curb, well steining, well cap, pier and abutment shaft, pier and abutment cap, wing wall, tie beam, road kerb and dirt wall using required nos of vertical and horizonal supports of scaffolding with joints, N.G. rails and channels and steel shuttering plates including welding, bolting, cost, conveyance and cost of scaffolding gangway etc. including cost of conveyance of dismantling and disposing debris clear of work site complete to receive reinforcement grills and concrete as per requirement as directed by Engineer-in-Charge.

Providing and fixing of Weep Holes in Brick Masonry / Plain Concrete / RCC in abutment, wing wall and return wall etc. with 90 mm Dia PVC pipes extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, curing, royalty, cess etc. all complete as per drawing and technical specification and direction of the Engineer-in-Charge.

Providing and laying of filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH spefifications 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 behing abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing, supplying TARPAPER (I.S.I) with installing top of piers & abutments cap including all cost, carriage, cost of labour, cess etc. complete as per the direction of the Engineer-in-Charge.

Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2.0 mm thick circular pipe with Balustrade of size 32mmx32mmx2mm @0.90 mtr C/C and stainles square pipe bracing of size 32mmx32mmx2mm in 3 rows in staircase as per approved design and specification, buffing, polishing etc. with cost, conveyance, labour cess etc. required for the complete in all respect as per the direction of the Engineer-in-Charge.

Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading into the transportation vehicles and unloading from transported vehicles and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm. to 7cm. ,laying in layers not exceeding 22.50cm including removal of roots, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, cambering the earth work, watering and compaction with all types of compacts equipments under OMC conditions to attain minimum proctor dry density of 95.00% for all heights of banks and slopes with required quality control test including construction , maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries and all incidental charges required for the completion of work, complete in all respect including cost of royalty with labour cess as per approved drawing, specification and direction of the Engineer-in-Charge.( Measurement shall be taken on finished compacted section .Borrow area is to be arranged by the agency at his cost and responsibility)

Quarrying, Collecting, supplying blasted hard granite stone boulder of 15 cm to 30 cm size from approved quarry free from weather skin surface and other deleterious materials, packing the stones in rip raps and slope protection works in river embankments to required profile in all heights and depths including filling the interstices with small stones, wedging and hammering with 5Kg. hammer including fixing wave breakers with all cost, conveyance,labour, royalty, cess, hire and running charges of machineries and transportation of all materials of approved quality with all leads, lifts, delifts handling and re-handling charges including all other incidental charges required to complete the work as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished level sections)

Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (70 : 30) proportion and laying in sub-base of road in layers not exceeding 100 mm thick with all leads, lifts and delifts including cost,conveyance, royalty,cess including hire charges of T&P materials required for the work, watering and consolidation with P.R.R., hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.

Fine dressing of earth work in slope of embankment including filling of earth of rain cuts and slopes with selected earth at contractors own cost and duly compacted and trimmed to the required profile and turfing with dub sods of rectangular shape of minimum 0.25 cm thick with cost, conveyance by mechanical means with all leads, lifts and delifts, cess including mobilisation, demobilisation, supervision charges with cost of all other materials, approach road, diversion road, site illumination including watering the sods till survival of grass with all cost incidental to the work etc. complete as per specifications and the direction of the Engineer-in-Charge. (Measurement will be taken after survival of grass).