Uttar Pradesh State Industrial Development Authority Tender

water tanker with sprinkler 5000 lit. or above cap.with POL/Drier Including filling of water etc.

Providing hydraulic excavator cum loader including POL & driver 1 cum bucket

Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm 14.77

Excavation (by machnical/manual mean) in foundation in mixed soil with Moorum, shingle, kankar, bricks (requiring the use of special tools and plant such as pickaxes, sabbals etc.) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete

Fixing and laying at or near ground level factory made old kerb stone in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Labour Rate Only). Rates as per Sanction Job No. CD-19 Dated 13.04.2023

Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 1:2:4 including supply of all materials labour tools & plants etc reguired for proper complection of the work

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-1950.

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ color using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work SI NO. 5.11

First class Brick Work in 1:6 cement & coarse sand 1.25 F.M. mortar in foundation and plinth including supply of all materials. labour and T&P etc. requried for proper completion of the work. SOR 6.02

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and laying 80 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. SOR Saharanpur New Item 14 Road Work

Laying old cement concrete 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 Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). SOR Ghaziabad New Item 20.13

12 mm thick Plaster with Cement and Coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be lessthen 1 Cm including supply of all materials, labour, tools & Plants etc required for proper completion of the work. SOR Ghaziabad 13.14

R.C.C. work with cement, approved coarse sand & 20mm approved stone ballast in proportion of 1:1.5:3 in Lighter Beam including aupply all materials but excluding supply of reinforcement & its bending but including its fixing in position & binding the same with 24 BWG GI binding wire & including the cost of binding wire & including providing & fixing necessary centering & shuttering & its removal after completion of work & supply of all other materials, labour T&P etc.required for proper completion of work. SI No. 5.19

S/F M:S (tor steel or plain) in plain work such as R:C:C work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & wastage, bend, hooks, and authorised overlapping shall be measured etc all complete as per direction of engineer in charge.

Earth work in embankment in ordinary soil / earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. Lead Upto 10 Kms. As Per SI No. 253 A + 231(A)

Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-109.

Reflective Raised Pavement Markers (Cat Eye / Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of g RPM/Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) ar HIPS (High Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismnalic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conformning to ASTM D788 of equivalent. The slop or retro reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & amp; Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture epoxy installations, excess adhesive around the edge of the marker excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2 : 1 by volume ( 2 parts of stacked volume of earth after reduction by 20 % 1 part of stacked volume of manure after reduction by 8 % ) flooding with water , dressing including removal of rubbish and surplus earth , if any , with all leads and lifts ( cost of manure , sludge or extra good earth if needed to be paid for separately Trees (0.60 Mtr Dia & 0.60 Mtr Deep)

Shrubs (0.45 Mtr Dia & 0.45 Mtr Deep)

Supply & Planting of plants common vaneties as required by engineer - in - charge in 8 " X 12 " sixe polythene bags or earthen pots well brandched and fully foliage branching dia 0.50 to 0.75mtr . , free from disease at site i / c stacking with bamboos and binding with sutli ( not below then 6-8 ' common varieties ) ( As per market rate ) ( Neem . Amaltas . Jamun , Arjun )

Providing and stacking of Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.

Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.

Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). With grass Turf

M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. As per SOR No. 502.

Repair of water supply leakage of C.I. Pipeline including C.I. Pipe, D Joint, Dewatering, pipe cutting, labour charges with excavation and refilling of earth etc. With C.I.-D Joint and Pipe Same 3" PVC

3" AC

4" PVC

4" AC

5" PVC

5" AC

6" PVC

6" AC

6" CI

8" PVC

8" AC