Remodeling of footpath of MP Roads to the standard height as per IRC guidelines under the jurisdiction of DMD-II

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres 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. a) Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

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 lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Demolishing brick work 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. In cement mortar

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form :Edges of slabs and breaks in floors and walls: above or equal 20 cm wide

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 1S: 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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note- Cement content considered in this item is @ 350Kg/cum, extra cement used than specified minimum cement content is not payable, whereas recovery shall be affected for less cement used than specified minimum cement content. All Works upto plinth level a) Concrete of M30 grade with minimum cement content of 350 kg /cum

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying tactile tile (for vision impaired persons as per standards) of yellow colour having size 300x300x25 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile, including rubbing and cleaning etc. complete on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) complete as per direction of Engineer-in-charge.

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). a) Ordinary cement without any pigment

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. (Note:- The cover shall be engraved with Name of make, Manufacturing year, Name of department , Name of Division, Grade of concrete and Project code of the work).

6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.

Disposal of Excavated Earth/ building rubbish /malba / similar unserviceable, dismantled or waste materials by mechanical means i/c loading, transporting, unloading for all lead and Lift in C&D waste plant at Burari/shastri Park/Bakkarwala or any other approved municipal dumping ground or as approved by Engineer-in-charge. Charges borne by agency on account of disposal at C& D waste plant shall be reimbursed by the department on actual basis after the submission of receipt of the municipal plant by the contractor etc. all complete as per direction of Engineer-in-charge.

Providing detailed structural drawing of RCC S.W. Drain slab/ Culvert of any required size of width and depth as per site condition of any shape and size get it done by only DDA empanelled agency or as per direction of engineer-in-charge & obtaing the approval of structural design from competent authority/DDA after proof check from any government agency i.e., IIT Delhi, IIT Roorkee, CBRI Roorkee etc. as approved by Engineer-in-charge.

Cleaning & Desilting of peripheral and internal covered SW drain of any width & depth, including taking out dry/wet/semi wet sludge, silt and malba rubbish etc. (i/c any dead animal etc.) etc. and disposal of the excavated material for all lead & all lift/depth at Municipal dumping ground/low lying area and opening (dismantling old CC if required) & refixing of drain cover with Cement Concrete , cleaning of bell mouth, cleaning of kerb channel, removal of blockage, creating obstruction in smooth flow of drain or under water/ liquid mud includng pumping out of water, if required in or under foul condition. All complete as per direction of engineer in charge (before and after drain cleaning GPS Photographs has to be submitted by agency) (For payment purpose, plan area of executed drain surface area shall be measure).

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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.

Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-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).

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

Providing and Fixing Cylindrical Bollards 300 mm (Top Dia)* 300 mm (Bottom Dai) & 600 mm height of approved make manufactured by using M-30 grade of concrete using vibro compaction process including necessary excavation and cement concrete /epoxy etc. all complete as per direction of Engineer-in-Charge.

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 as per direction of Engineer-in-charge.

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 : 250 mm dia. R.C.C. pipe

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): a) From brick work in cement mortar

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) brick or any other received as serviceable bricks of class designation 7.5 in foundation and plinth in : a) Cement mortar 1:4 (1 cement : 4 coarse sand) (Brick shall be supplied by the Department free of cost)

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 derived from RCA : 10 graded stone aggregate 40 mm nominal size derived from Recycled Aggregate)

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) i/c manufactured sand derived from RCA upto 25% : 4 graded stone aggregate 20 mm nominal size i/c Recycled Concrete Aggregate upto 25%)

Providing and fixing Precast RCC/SFRC slab of bell mouth i/c plastering with cement mortar 1:3 (1 Cement : 3 Fine Sand) of 6mm thickness on exposed surface of slab having size 1x0.5x0.05 m , all complete as per direction of Engineer-in-Charge.

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

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work

Deduct for taken away the unserviceable steel bars (Scraps) received from dismantling of RCC works as per direction of Engineer-in-charge

Taking out existing CC interlocking paver blocks from footpath including removal of rubbish etc. The paver block, bed sand etc. are property of agency (deduction for same being made as same credit to the DDA) as per direction of Engineer-in-Charge. Note:- Whole area shall be measured for deduction irrespective of quantum of unserviceable & serviceable tile wherever recasting of slab being done.

Total after GST factor @ 0.973= 342186290.00

Add C.I. @ 3%

Please Enable Macros to View BoQ information