Works Department Tender

Supplying, filling in foundation and plinth with sand in 22.5 cm (9") thick layers including watering and ramming with cost, conveyance, royalties, labour and labour cess with T&P required for the work etc complete as per the direction of the Engineer-in-charge.

Cement concrete of proportion (1:4:8) in foundation and floors using 4 cm (1.5") size clean hard hand broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm (6") thick to required level ramming, watering, curing etc. complete including cost and conveyance of all materials with royalties, labour, labour cess and T&P required for the work etc. complete including dewatering if required.

Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in Foundation & Plinth using fly ash bricks of 9" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cess with T&P required for the work with all royalties etc. complete in all respect.

R.C.C. work in Column footing of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size down graded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel and binding wire tying the grills and placing in proper position.

R.C.C. work in Column superstructure of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size down graded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel and binding wire tying the grills and placing in proper position.

R.C.C. work in Plinth Beem of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size down graded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel and binding wire tying the grills and placing in proper position.

R.C.C. work in Lintel of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size down graded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel and binding wire tying the grills and placing in proper position.

R.C.C. work in Chajja of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size down graded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel and binding wire tying the grills and placing in proper position.

R.C.C. work in Roof beem of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size down graded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel and binding wire tying the grills and placing in proper position.

R.C.C. work in Roof Slab of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size down graded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel and binding wire tying the grills and placing in proper position.

2.5 cm thick grading concrete (1:2:2:) on roof slab with 6 mm size hard crusher broken granite chips including all cost, conveyance and royalties of materials with labour, labour cess and T&P required for the work etc. complete as per direction of Engineer-in-charge.

Straightening bent up or coiled rods cutting, bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works and for providing cost, conveyance of M.S. rod or Tor steel and binding wires of 18 to 20 gauge and labour, labour cess with T & P required for the work etc complete in all floors (Weight of binding wires and lapping & wastage of rod will not be considered for payment and payment will be made on weight of actual length of M.S. rods or Tor steel only.)

Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in superstructure using fly ash bricks of 9" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cess with T&P required for the work with all royalties etc. complete in all respect.

12 mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.

16 mm thick cement plaster of proportion (1:6) finished smooth to inside brick work after racking out joints including watering and curing, cost, conveyance, royalities of all materials with all labour, labour cess and T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.

6 mm thick cement plaster (1:4) to RCC surfaces finished smooth including close deep chipping and slurry treatment including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge.

Supplying, fitting and fixing of Industrial Vitrified tile of premium grade having thickness 8mm to 10mm of size 300mm x 300mm of plain (Ivory) in approved make conforming to IS 4457 laid on 20mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour, labour cess and T&P etc. required for the work all complete as per direction of the Engineer-in-charge.

Cement concrete (1:2:4) using 12 mm size hard crusher broken granite chips of approved quality from approved quarry including all cost, labour, labour cess, T&P, royalties, conveyances etc. complete as per direction of the Engineer-in-charge.

Supplying of M.S. Window grill / M.S. Fixed Grill / M.S. grill gate made out of M.S. angle, M.S. flat & M.S. square etc including cutting, welding, all labour, labour cess and T&P etc complete as per direction of Engineer-in-charge.

Labour charges for fitting and fixing of M.S. Door, Window, Fixed Grill & Gate, Rolling shutter etc. in proper position including making holes in walls, RCC structures and wood work etc. and making good to the damages to walls or RCC structure including mending or cutting to sizes or grooves in walls and fixing with RCC (1:2:4) with HB granite chips of 12mm size with cost and conveyance of all materials, royalties, labour, labour cess and T&P required for the work etc. complete as per direction of the Engineer-in-charge.

Painting two coats with any approved paint over a coat of priming to new iron work including cost of the primer and paint sand papering polishing the surface with cost conveyance of all materials, labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge.

Wall Painting two coats with any approved weather coat paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.

Distempering two coats to wall surface with any approved Distemper paint of approved shade over a coat water bound wall cement primer on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge.

Providing and laying 80 mm thick factory made chamfered edge Cement Concrete interlocking Paver Block of required strength, thickness & size / shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required colour & pettern over 50mm thick compacted bed of coarse sand, compacting and proper embeding /laying of inter locking paver block 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 in footpath parks, lawns, drive ways or light traffic parking etc. all complete as per manufactures specification with cost, conveyance, royalties, labour and labour cess with T&P required for the work etc complete as per the direction of the Engineer-in-charge.

P.C.C. work of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect as per direction of the Engineer-in-charge.

Transporting of excavated earth by mechanical means within 5.00 km. lead and 1.5 mtr. initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 mtr. depth including cost of all labour, labour cess and T&P for the work etc. complete and as directed by the Engineer-in-Charge.