Water Resources Development Directorate Tender

Supplying, fitting and fixing including transportation of sign board for identifying the exact location of scheme, the board will be made 1.5 mm thick MS plate of size 1000 mm x 750 mm and fitted and fixed on 50 mm Gl Pipe of IS 1239/90 (part-1) including cutting, welding and pasting printed digital display and bottom end of the stands pipe will be grouted in 1:2:4 CC as per drawing and direction of E.I.C.

Brick work with 1st class bricks in cement mortar (1:4)

Supplying, loading unloading class NP 2 RCC collar per specification including freight charges. Dia of NP Spun pipe of 2.5m length 300 mm

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Painting of Block letters or digit in Black Japan or any approved paint. Size above 7.5 cm and upto 10 cm Writing of staff gauging in Feet for measuring water Depth of WDS in block letters on chute wall face.

Supplying, loading unloading class NP 2 RCC spun pipe as IS 458-2003 as per specification including freight charges. Dia of NP Spun pipe of 2.5m length 300 mm

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:4 cement mortar. 20 mm thick plaster, in ground floor

Supplying,fitting and fixing G.I pipes of TATA make with all necessary accessories etc complete. 50 mm dia medium quality

GRAND TOTAL FOR CONSTRUCTION OF PIFA 136 WDS

Hire and labour charges for shuttering with centering and necessary staging .. Etc. Complete

Earthwork in excavation of foundation trenches or drains in all sorts of soil ( including mixed soil but excluding laterite or sandstone) etc. Complete

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Compaction of earthwork in embankment by watering rolling with sheep foot roller or loaded truck in layers of 25cm as per direction of the Engineer-in - charge

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) etc. complete.

M.S works in framed gratings of window etc. Made of round or square bars and frame work or M.S. Flats etc. Complete as directed.

CONSTRUCTION OF PIFA 136 WDS

Painting with best quality synthetic enamel paint of approved make and brand including smoothing surfacing by sand papering etc. including using approved putty etc. on the surface if necessary.(a) On timber or plaster surface (iv) Two coats (with any shade except white)

Ordinary Cement concrete mix with 1:2:4 with pakur variety graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.

Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) x 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11) gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete. The rate is inclusive of all incidental charges, transportation by all means to the work site, all lande and lifte complate (Doumant will made on the bacle of Slope Protection of four U/S sides of embankment 463.3

Ordinary Cement concrete mix with 1:2:4 with Pakur Variety graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

Construction of siltation chamber at inlet with 250 mm thick B/W (1:4) over 100 mm thick PCC (1:2:4) and single Brick flat soling with Polytheen laying after excavting earth for required depth and levelling,ramming to proper profle and 20 mm thick plastering (1:4) with neting to whole inner and outer exposed surface etc. complete as per drawing and instruction of Engineering in charge.

Laying of R.C.C pipe with collar,lowering the same into the trench laying on the bed in trenches in prescribed gradient,depth and alignment filling the end grooves with necessary bitumastic compound, filling caulking space with tarres gasket or with rubber gasket of appropriate size & covering the cement mortar (1:2) & testing the joints etc.complete as per drawing,specification including carriage of pipes from site stacks to the place of laying etc & as per direction of the Engineer-in-charge. Dia of NP 2 Spun pipe of 2.5 m length 300 mm

Hire and labour charges for shuttering with centering and necessary staging etc complet

Earth work in filling in pond including ramming dressing all complete

Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.

Extra rate for difficult / reverine areas connected by river route and or ferry crossing as applical as per PWD Schedule of rates (15% of Total of Sl.No. 20-27)

Carriage of class NP 2 RCC Spun pipe with collar for 30 km distance Dia of NP 2 Spun pipe of 2.5 m length 300 mm

Supplying,fitting and fixing best quality vinyl sticker printing and pasting on MS plate of size 900 mm x 650 mm as per drawing and direction of EIC

Neat cement punning about 1.5 mm thick in wall dado,floor etc