Irrigation And Water Resources Department Tender

Demolishing RCC work manaully/mechanical means including stacking of steel bars and disposal of unserviceable material as per HSR item No. 5.25

Providing & laying Dry brick on edge flooring in required pattern with bricks of class designation 7.5 laid on bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks as per new HSR item No 10.34

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects internal diametric of the sewer being: 600mm as per HSR 21.95.5

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge all kind of soil as per HSR 4.12.1

Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling as per HSR 17.8.1

Filling/Rehandling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. as per HSR 4.32

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. as per HSR 4.14.1

Centering and shuttering including stacking, propping etc. and removal of form work for abutment as per HSR item No. 6.29.3

Providing & laying in position Cement Concrete 1:2:4 of specified grade excluding the cost of centering and shuttering as per HSR Item No. 6.1.2

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth with cement mortar 1:3 as per HSR item 7.21.1 Rate prepared proportional 1:4 & 1:3

Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering and finishing reinforcemnt 1:1.5:3 graded stone aggregate 20 mm nominal size up to as per HSR 6.14.1

Centering & Shuttering including strutting, propping etc removal of form for suspended floor, roofs, landing etc as per HSR 6.30.3

Centering & Shuttering including strutting, propping etc removal of form for suspended floor, roofs, landing etc as per HSR 6.30.2

Providing & fixing unplasticised rigid PVC rain water pipe conferming to IS: 13592 type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) single socketed pipes of 110 mm dia as per new HSR item No. 9.57.2

Steel reinforcement for RCC works, where not included in the complete rate of RCC including, stg. Cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs stays, hengers and annealed steel wire etc complete in all respect below plinth level TMT bar of grade FE 500 D or more as per new HSR item No. 6.34.6

Providing and fixing in position 12mm thick bitumen impregnated per fibre board conforming to IS: 1838, including cost of primer, depth sealing compound Grade-A in expansion joints. 1 OOmas per new HSR item No. 6.58

Supplying and filling in plinth with sand (conforming to zone-IV, IS 1542)under floors, including watering, ramming, consolidating and dressing complete as per HSR 10.2

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointingas per new HSR item No. 11.25.1

Lease of land for diversion

Laying of brick bats U/S & D/S brick

Credit of dismantle brick work as per item No.1 & 4

Credit of iron scrap 8.50 as per item No. 3

Credit of pipes as per item No. 5