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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: a) All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lifts. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:a)1:5:10 (1 cement: 5 manufactured sand cum derived from Recycled Concrete aggregate (RCA):10 graded stone aggregate 40mm nominal size Recycled aggregate (RA) |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. a) All works upto plinth level :i)Concrete of M10 grade with minimum cement content of 220 kg /cumNote: Cement content considered in M-10 is @ 220 kg/cum. Less cement used as per design mix is recoverable separately. In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for:a) Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources |
| 9 | 12 mm cement plaster of mix :a) 1:4 (1 cement: 4 coarse sand) |
| 10 | 15 mm cement plaster on rough side of single or half brick wall of mix:a) 1:4 (1 cement: 4 coarse sand) |
| 11 | 6 mm cement plaster of mix :a) 1:3 (1 cement : 3 fine sand) |
| 12 | Raising Gully grating cover and frame slab to required level including dismantling existing slab and making good the damage as required and raising the same to the required depth with brickwork and plastering with neat cement punning as per direction of Engineer in charge :a) Rectangular manhole 96x91 cm with rectangular cover 500 x 450 mm of grade LD - 2.5 |
| 13 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 to calculate volume for payment.). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 14 | Providing and laying at or near ground level factory made C&D Waste kerb stone of M- 25 grade cement concrete 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 15 | Providing and laying 60 mm thick factory 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 16 | Providing and laying 60mm thick factory-made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 17 | Providing and laying 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.a) 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 18 | Providing and laying 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.a) 80 mm thick C.C. paver block of M-30 grade made of C&D waste with approved colour design and pattern. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadea) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 20 | Carrying the available earth by mechanical transportation within2 kmlead including loading, unloading and dressing complete.as per direction of Engineer in Charge |
| 21 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 22 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 23 | Demolishing brick work manually/by mechanical means including stacking serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Charge. a) In cement Mortar |
| 24 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. |
| 25 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :a) 250 mm dia. R.C.C. pipe |
| 26 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :a) 250 mm diameter S.W. pipe |
| 27 | Providing & Fixing SFRC perforated horizontal grating with frame over gully chamber of size 500x450mm complete as per standard design including cement concrete 1:2:4( 1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) all complete as per direction of Engineer-in-charge. |
| 28 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualitya) EHD – 35 Circular shape 560 mm internal dia |
| 29 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualitya) HD-20 Circular shape 560 mm internal diameter |
| 30 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved Muncipal dumping ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved. |
| 31 | Providing and Fixing Cylindrical Bollards 300 mm (Top Dia)* 300 mm (Bottom Dia) & 600 mm height manufactured by using M-30 grade of concrete using vibro compaction process including necessary excavation and cement concrete/epoxy etc. for fxing the bollards in position, all complete as per direction of Engineer- in- charge. |
| 32 | Providing and Fixing Cylindrical Bollards 200 mm (Top Dia) x 200 mm (Bottom Dia) & 950 mm height manufactured by using M-30 grade of concrete, reinforced (5 nos. long, 5 nos ring of 8 mm dia TOR steel) using vibro compaction process including necessary excavation and cement concrete/epoxy etc. for fxing the bollards in position, all complete as per direction of Engineer- in- charge. |
| 33 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. a) All works upto plinth level :i) Concrete of M25 grade with minimum cement content of 300 kg /cumNote: Cement content considered in M-25 is @ 300 kg/cum. Less cement used as per design mix is recoverable separately. In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 34 | Amount after applying GST Correction Multiplication Factor @ 0.973 = (Rs.)41,04,18,783.32 |
