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| 1 | Dismantling C.C slab/RCC Slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 2 | 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 Engineerin-Charge. |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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. |
| 4 | 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) |
| 5 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : (a) Bituminous road |
| 6 | 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 (i/c equivalent design mix) |
| 7 | Earth work in surface excavation not exceeding 15 cm in depth but exceeding 1.50 metre in width as well as 10 square metre on plan including getting out area including disposal of excavated earth lead upto 50m and lift upto 1.50metre. All kinds of soil. |
| 8 | 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 9 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note : 1) Excess/less cement used than specified in this item is payable/ recoverable separately. M-10 grade plain cement concrete (cement content considere @ 220 kg/cum) |
| 10 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria,laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete prepared with batch mixing machine |
| 11 | Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless,tough,skid resistant,material with has property of attaining 2.00mm thickness in single coat application white(or as required colour )based on glass andcolour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2) |
| 12 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 13 | Providing and fixing S.S post including frame of grade 304 pipe with braces of SS grade 304 and rectangular section including , cutting, organ welding, grading,polishing, buffing complete with necessary holes, nuts & bolts, caps & anchor plates of SS grade 304 ASTM and welding usingU-clips as per drawing & instruction on Engineer-in-charge. Excluding the cost of RCC/CC and earth work. |
| 14 | Providing and fixing in position high bond (VHB) double tape 24 mm, 2.3 mm thick for jointing ACM/Aluminium sheet with SS frame including all processes like cleaning, cutting, chemical application pressing etc. as per sample approved by the engineer-in-charge. |
| 15 | Providing cutting hoisting and fixing in position including fabrication of 3mm thick aluminium composite material sheet (ACM) made of two aluminium sheet of 0.25mm thick each having a distance of 2.50mm filled with rubber polymer to the entire satisfaction of Engineer-in-Charge conforming to various concerned ASTM standards & welding using U-clips complete. (Measurements to be taken of the face area of sheet.) |
| 16 | Providing and fixingretro reflectivesheeting grade IX as per ASTM-D-4956-07 in two layers of approved colour over ACM / Aluminium Sheet complete with necessary adhesive and pressure method etc. The sheet layer of Type-XI sheet shall be on full face of ACM/Aluminium sheet with words/direction, pictogram(picture) ,arrows, signsshall be printed over sheet through digital print system of approved made complete, all as per drawing and direction of Engineer-in-charge. (payment shall be made for flat area of sheet only) |
| 17 | Disposal of building rubbish/Malba/Similar Unserviceable, dismantled or waste materials by mechanical means, including loading, transporting and unloading the same at any C & D waste management site within 25 kms. lead i.e Shastri Park/ Burari/Mundka including weighting at plant etc. complete as per direction of Engineer-in-charge. Weighing and unloading at the plant shall be as per procedure/rules of the plant management. The rates are inclusive of all operations, labours, leads and lifts from site of work to the C & D waste plant. Theprocessing fee of C & D Management at prescribed rates will be deposited by the agency and the same shall be reimbursed by the department on production of only original cash receipts. |
| 18 | Providing and fixing 100x100 mm and 70 mm to 80mm thick DQ stone block hand cut and chisel dressed for wall lining laid over 20mm average thick base mortar 1:4 (1 cement: 4 coarse sand) with joint 10mm wide filled with same mortar including ruled pointing etc. complete as per directions of Engineer-in-charge. |
| 19 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 20 | Dismantling of road gully chamber of various sizes including SFRC Grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres leadincluding refilling the excavated gap. |
| 21 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil ,Pipes, cables etc. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 22 | Constructing brick masonry circular road gully chamberof 560mm internal dia meter depth 60cm withF.P.S brick of classdesignation 75 in cement in cement mortar 1:4 ( 1 cement : 4 coarse sand ) over a bed concrete of15cm thick 115 cm dia of mix 1:5:10 (1 cement :5 Coarse sand: 10 graded stoneaggregate 40mm nominal size) inside cement plaster 12mm thick thick with cement mortar 1;3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on walls and floors including providing the reinforced Gully grating cover and frame of 560mm internal dia metre 840mm external dia metre amendments including finishing and embedding the frame in 15cm thick cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) with excavation of earth work orgully grating complete as per direction and statisfaction of engineer-in-charge. |
| 23 | 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) without testing of joints etc. complete:300 mm dia R.C.C. Pipe |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:4:8 (1 Cement : 4 manufactured sand derived from Recycled concrete aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled aggregate (RA) |
| 25 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion On Concrete Surface. @ 0.4kg/sqm |
| 26 | Providing and laying micro surfacing course comprising of dry fine aggregate/graded stone chippings confirming to type –II grading of specification, polymer modified cationic slow setting bitumen emulsion having 60% binder content and 3.6% polymer), ordinary Portland cement, chemical additives and water in the following provision.(a) Fine aggregate size 4.75mm confirming to type-II grading@8kg/sqm of the road surface coverage.(b) Polymer modified cationic slow setting bitumen emulsion @ 13% by weight of fine aggregate.(c) Cement (OPC) @ 1.5% by weigh of fine aggregate.(d) Chemical additives @ 1.25% by weight of fine aggregate.(e) Water as per requirement to make the mix flow & spread properly and uniformally.(f) The micro surfacing mix include proportioning, mixing and laying using mechanized mixing and laying unit and compaction with numethic type wheel type roller for (1.5m to 2.0m width) including cleaning of road surface all complete as per the specification and the direction of Engineer-in-charge. |
| 27 | Supply and installation of Retro-Reflective Flexible Urban Object Hazard Marker made out of High Intensive prismatic grade sheeting confirming to Type IV standards of IRC:67:2012 & ASTM D 4956-09 specification & fixed over flexible post made of poly Urethane capable to restore to its original state without damage to the vehicle with high impact resistance & tensile strength. The material should sustain in weather condition on at least – 10 degree upto +70 degree, with dimension of 750mm height * 120mm width weighting 1.50 kg round/square base of 200mm dia in orange colour. Fixed on the ground by means anchor bolt & epoxy resin etc. Including cost & conveyance of all materials, equipment, machinery & labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. The dimension of the retro reflective area is 410mm x 100mm, of which one side will be of Hazard Marker type sign as per IRC 7-2019 and the other side be retro reflective type IV sheeting with the logo as prescribed by the Engineer in charge. |
| 28 | Providing and fixing solar road studs as per specification. Construction: should be made up of aluminum – alloy and polycarbonate. 100% water proof design should confirm to IP 67 in accordance with IEC 65029 Edition 2.1 2001-02. Dimension should be 125mm x 125mm x 25mm (Shank 65mm). the compressive High efficiency mono-crystalline solar panel should be of 3V/130 MA for charging at low radiation. The battery should be rechargeable 1.2V 1.3 AH Ni-Mh, and should be encapsulated in the shank along with the electronics to avoid drainage during transportation. Six high lumens LEDs (3 nos. of amber color on one side & 3 nos. of red colour on the other side) should be fixed, enabling solar stud visibility more than 800 meters. The temperature range for working of solar stud should be 40-65 degree, and should automatically turn on at night time and turn off at dawn. As approved by Engineer-in-charge. |
