Pipeline extention related works in various wards of Sitarganj Municipal Council and the painting of 135 KL OHT located in the office premises and related works under Sitarganj urban water supply scheme

Rates for Pipeline extention related works in various wards of Sitarganj Municipal Council and the painting of 135 K.L. OHT located in the office premises and related works under Sitarganj urban water supply scheme.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Excavation in ordinary soil for pipeline trenches including lift upto 1.50m and lead upto 60 m and dispose of surplus earth as directed by Engineer-in-charge.

Providing,Lowering into trenches with true to alingment,laying &Jointing of full length of HDPE Pipes of specified grade as per IS:4984-1995 and specification with testing of pipe line including supply of jointing materials PE-100 grade;PN8.0 HDPE PIPE 65 mm dia

HDPE PIPE 90 mm dia

Providing of all materials, Carting from site store to site of work, Laying & Jointing of DUCTILE IRON pipes confirming to IS:8329/2000 (Part-1) including supply of EPDM rubber gaskets confirming to IS:5382-1985 with testing of pipe line etc complete.(S&S K-7) D.I Pipe 100 mm dia

D.I Pipe 125 mm dia

D.I Pipe 150 mm. dia

D.I Pipe 200 mm. dia

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources)

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing and Fixing C.I. D/F Sluice Valves confirming to IS: 14846-2000 in position etc complete: PN 1.6 200 mm dia

Providing and Fixing C.I. D/F Sluice Valves confirming to IS: 14846-2000 in position etc complete: PN 1.6 150 mm dia

Providing and Fixing C.I. D/F Sluice Valves confirming to IS: 14846-2000 in position etc complete: PN 1.6 100 mm dia

Providing and Fixing C.I. D/F Sluice Valves confirming to IS: 14846-2000 in position etc complete: PN 1.6 80 mm dia

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

D.I Special of class K-12 conforming to IS:9523-2000 for mechanical jointing

Supply fixing, installationand grouting of standard size MS angle iron display board(1.80X1.20M) including paintng writing etc all complete

Canal crossing work

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Supply & applying of water based bio-degradable epoxy polymide chemical on MS flange for repairing of water leakage including all labour material T&P etc. complete as per direction of Engineer-in-Charge. Repair OHT column pipe joints with pipe joints sealents upto 0 to 10 feet height

Repair OHT column pipe joints with pipe joints sealents upto 10 to 20 feet height

Repair OHT column pipe joints with pipe joints sealents upto 20 to 30 feet height

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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 upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:1:6

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing ofsteps etc.complete.40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I. pipes confirming to IS:1239 (Part-1) including supply of all jointing materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipe line etc complete. G.I Pipe of 20 mm dia

Supply and installation of Water level indicator (II level) including one set of sensor with its holding parts, 54 meter sensor cable armued with steel wire.

Providing and fixing of lighting arrester

Supplying and laying 25 mm X 5 mm G.I strip at 0.50metrObelow ground as strip earth electrode, includingconnection/ terminating with G.I. nut, bolt, spring,washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Letter Writing for tank

M/S AB ENTERPRISES (BID ID -412885)