Construction of Addl. 12.5 MVA 132/11 kV T/F Plinth and allied civil works at 132 kV S/S Smadh Bhai

Earth work in excavation in foundations, trenches etc. In all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Cement Concrete 1:8:16 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)

Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)

Cement Concrete 1:5:10 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)

Cement Concrete 1:4:8 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)

Cement Concrete 1:2:4 with stone ballast or shingle (mixing by mechanical means using concrete mixer volumetric type)

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth .

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure .

Supply & Laying Dry Brick bats

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth .

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level.

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

First Class brick work laid in mud mortar

115mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth .

Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

12.5 mm thick cement plaster 1:3

12.5 mm thick cement plaster 1:4

12.5 mm thick cement plaster 1:5

20 mm thick cement plaster 1:4 in two coat work

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work

Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position MS Rail (Through Rate)

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position Earth Flat (Labour Rate)

Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects. Above 20mm dia bars

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

Welding by gas or by electric plant, including carriage to and from workshop etc.

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: From 0 to 15m

Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: Exceeding 15m but upto 30m

Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing of bottom and sides of trenches, stacking the excavated soilclear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. Depth upto 1.5m B.G.L. (All classes of soil except rocky)

Providing and fixing RCC manhole cover (450 mm i/d RCC manhole cover only for light duty)

Providing and fixing in position Centrifugally cast iron soil waste vent or antisyphonage pipes single socket to I.S.I. specification of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of lead jointing (75 mm i/d single socket Centrifugally cast iron pipe lines laid complete)

Providing and fixing in position Centrifugally cast iron special for soil waste vent or anti syphonage pipes to I.S.I specifications of E.L.C manufacture or any other reputed firm including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining.For 75 mm i/d pipes (75 mm i/d Door Bend)

Supplying of M.S Cleats 65x65x19 mm to 6 mm weighing about 425 grms.

Supplying of M.S Base Plate 235 mm x220 mm with 4 No. holes at site

Supplying Anchor Bolts 300 mm x9 mm x9 mmx12.5 mm dia,

Providing & fixing Angle Iron nozing made out of 50x50x6 mm angle Iron & with M.S Flat of size25x3 mm Hold Fast 125 mm long at 60 cm c/c complete in all respect for out door cable trenches.

Supply & Fixing of various sizes M.S. Angle Iron Post ( various sizes and making 8 No holes in the main post and MS Flat of Size 40x6 mm, as per drg. No. HW/TB-565-R2

Providing & fixing of barbed wire fencing having dia 2.24mm ( 4 rows ) including all fittings such as hook bolts 3/8” dia with check nut 10”long with G.I Clips of 14 SWG and 3/8” hex bolt with nut as per IS-278/1962 and as per drg. Complete in all respects.

Providing & Fixing G.I. Wire Netting Mesh of 12 Gauge 50x50x mesh180 cms high fastened galvanized with 4No. M.S.Wire Rope 6/7 strand 1/15” dia each with all fitting complete in all respect as per drg. No. HW/TS-5635 R and Arch drg No. 3-R/Job No. 112/S and conforming to I.S-2721/1974 and 3459/1977 respecttivly.

P & F M.S.Cable Racks made out of M.S Flat 75x6 mm & M.S.Angle Iron for various size of40x40x5 mm complete as per drg.

Providing & fixing Angle Iron nozing made out of 50x50x3 mm angle Iron & with M.S Flat of size25x3 mm Hold Fast 125 mm long at 60 cm c/c complete in all respect for out door cable trenches.

Supplying hoisting of Ferro cement trench cover frame of size given below made of MS flat 50X3mm with 6mm dia bars with 9/2" and 9"C/C welded to flat with lifting hooks as per drg. no C/W DS-2537 R5 and CW/DS 2420 R3 complete

Trench Cover P-Type 40"x18"

Trench Cover R, T-1 & T-2 ( 2’-8” x 1’-6”)

Trench Cover T-4 ( 2’-6” x 1’-9”)

Fixing of Template along with foundation bolts as per Drg.

Supplying & spreading of gravel 3/4" nominal size (20mm) in 3" (75mm) thick layer in the switch yard area marked or as per direction of the Engineer -in-charge including lavalling and removal of grass.

Extra Carriage of materials - Cement

Extra Carriage of materials- Steel

Extra Carriage of materials & diff. of rates of material- Crushed bajri 13.2mm

Extra Carriage of materials & diff. of rates of material- Fine sand

Extra Carriage of materials & diff. of rates of material- Bricks

Extra Carriage of materials & diff. of rates of material- Crushed bajri 11.2mm

Extra Carriage of materials & diff. of rates of material- Coarse Sand

Extra Carriage of materials & diff. of rates of material- Stone metal 40mm

Extra Carriage of materials & diff. of rates of material- Stone metal 63/45mm

SURJIT SINGH AND SONS

INDO ENGINEERING WORKS