Water Resources Department Tender

Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm

Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985)

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing

Side shuttering including propping etc. complete (to achieve finish F 2 for :Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm

Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sand mortar 1:4

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 7.8.1 Add extra over item no. 1 to 7 for Masonry work in superstructure

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5

Protection Geotextile Non-woven : 400 GSM (NG2) Supply of Protection Geotextile made up of 100% virgin Polypropylerne staple Fibres with needle punching process, having Mass per unit area 400 g/sqm as per ENISO 9864, CBR Puncture Strength of 4000 N as per ENISO 12236, wide width tensile mass per unit area 26.5/32 KN/m as per ENISO 10319, wide width elongation at break strength (MD/CD) 50/50% as per ENISO10319, dynamic performance resistance cone drop 10mm as per ENISO 13433, permittivity/flow rate 20 10-3m/s as per ENISO 11058 and apparent opening size (AOS) 0.075mm as per ENISO 12956, UV Resistance @ 500 Hours 70% as per relevant ENISO standards complete at site. Test of Non woven Geotextile NG 2 shall be done as per specification of ENISO standards from independent approved lab.

Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. if required including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete.

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil 5.10.1 Extra lead over item no 1 to 8 of excavated material. Beyond initial lead of 50 m and upto 250 m 5.10.2 Extra lead over item no 1 to 8 of excavated material. Add extra over item 10 (a) for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.3 Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 1/2 Km. and upto 5 Km 5.10.3 Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 1/2 Km. and upto 5 Km 5.10.3 Extra lead over item no 1 to 8 of excavated material. Add extra for each subsequent lead of 500m or part, there of beyond 1/2 Km. and upto 5 Km

Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.