Water Resources Department Tender

Providing and laying Cement concrete GRADE M-15(1:2:4 ) with stone ballast 40 mm gauge in foundation, including concrete mixer volumetric type including supply, carraige, loading and unloading of material from the approved quarry complete as per drawing and technical specifications.

Steel work fixed independently without connecting plates including cutting, hoisting and fixing in position.

Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) (L.S)

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) complete in all respect.

Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr.

Removal/Clearance of Slush from wet drains by mechanical means

Disposal of Slush/all kind of soil (unusable) from stack yard to dumping site using hydraulic excavators and tippers with all lifts and lead lead 0-450m

Disposal of Slush/all kind of soil (unusable) from stack yard to dumping site using hydraulic excavators and tippers with all lifts and lead average lead 1 km

Disposal of Slush/all kind of soil (unusable) from stack yard to dumping site using hydraulic excavators and tippers with all lifts and lead average lead 2 km

Disposal of Slush/all kind of soil (unusable) from stack yard to dumping site using hydraulic excavators and tippers with all lifts and lead average lead 3 km

Disposal of Slush/all kind of soil (unusable) from stack yard to dumping site using hydraulic excavators and tippers with all lifts and lead average lead 4 km

Disposal of Slush/all kind of soil (unusable) from stack yard to dumping site using hydraulic excavators and tippers with all lifts and lead average lead 5 km

Earthwork in excavation of all kind of soil using hydraulic excavator Ck-90. Excavation with hydrauulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, all lifts and combined lead up to 30m

Excavation by mechanical means(JCB or Hydraulic Excavator) in trenches for pipe lines with straight or open area including trimming and dressing side levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering, including the cost of dewatering of rain water, diversion of traffic, night signals, providing and fixing caution boards, crossing over trenches for access to the houses, watching, fencing etc and removal of surplus soil out side/inside the town involving lead upto 15 mtr complete in all respect. (Earthwork upto 1.5 mtr for All classes of soil except rocky)

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of RCC S/S pipes having Inside HDPE lining ISI marked as per ISI code IS: 458-2003 into trenches for all depths and laying out th same to correct alignment, gradients, levels etc, cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer in charge including all cartage etc. complete in all respects. RCC pipe with inside HDPE lining class NP-3 1400 i/d pipes.

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of RCC S/S pipes having Inside HDPE lining ISI marked as per ISI code IS: 458-2003 into trenches for all depths and laying out th same to correct alignment, gradients, levels etc, cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer in charge including all cartage etc. complete in all respects. RCC pipe with inside HDPE lining class NP-3 1200 i/d pipes.

Construction of Manhole Size (4.8 mtr X 1.8 mtr) for 2 X 1400 dia pipeline.

Construction of Manhole Size (3.4 mtr X 1.8 mtr) for 2 X 1200 dia pipeline.

Providing and laying cement concrete GRADE M-15 (1:2:4) with shingle, PCC Blocks, Including computerised batching and mixing plant including transit mixers for 10 km including supply, carriage, loading and unloading of material from the approved quarry complete as per drawing and technical specifications.

Cold twisted deformed (Ribbed/ToR steel Bar) Bars (Fe 500 grade ISI 1786:2008, steel by primary producer/brand, for RCC works, where not including in the completed rate of RCC including bending and placing in position complete.

Shuttering for faces of Concrete foundations and foundation bean & plinth beam(vertical or battering) complete in all respect.

Backfilling/Rehandling of earthwork using hydraulic excavator CK-90. Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, all lifts and combined lead upto 30m.

Carriage of earth using hydraulic excavators and tippers including cutting and loading in tippers and transporting to theembankments locations with all lifts and lead 4 km.(Pucca)

Carriage of earth using hydraulic excavators and tippers including cutting and loading in tippers and transporting to theembankments locations with all lifts and lead 5 km.(Pucca)

Carriage of earth using hydraulic excavators and tippers including cutting and loading in tippers and transporting to theembankments locations with all lifts and lead 6 km.(Pucca)

Carriage of earth using hydraulic excavators and tippers including cutting and loading in tippers and transporting to theembankments locations with all lifts and lead 7 km.(Pucca)

Carriage of earth using hydraulic excavators and tippers including cutting and loading in tippers and transporting to theembankments locations with all lifts and lead 8 km.(Pucca)

Extra for providing 1:2 cement sand mortar on tyton rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leak proof and making good all leakage and defects as per soecifications. -1200 Dia

Extra for providing 1:2 cement sand mortar on tyton rubber joint of RCC pipes having sockets extended out of barrel, in trenchesincluding facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leak proof and making good all leakage and defects as per soecifications. -1400 Dia

Compaction of Earthwork in 20 cm layers complete as per design, drawing and PWD specifications.

Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.

Providing and laying Cement concrete GRADE M-15(1:2:4 ) with shingle, including computerised batching &mixing plant including transit mixer for 3.6 km including supply, carraige, loading and unloading of material from the approved quarry complete as per drawing and technical specifications

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the Engineer in Charge Double Road Gully Chamber Size 1448mm x 457mm x 800mm

Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class- SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. 200 mm O/D

Providing and laying first class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and technical specifications

PROVIDING AND LAYING 12.5 mm thick cement plaster 1:4 I/C S/O AND C/O MATERIAL FROM APPROVED QUARRY COMPLETE IN ALL RESPECT

Shifting of water pipe lines / sewrage line

Any Other Item.