|
| 1 | Description of item |
| 2 | Excavating, supplying and filling of local earth (excluding royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. (DSR 2023, SI No. 2.25a) |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR 2023, SI No. 16.1) |
| 4 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density) (DSR 2023, SI No. 16.2) |
| 5 | Granular Sub base with graded Material (Table:- 400-1) By Mix in Place Method Construction of granular sub-base by providing close grader on prepared surface, mixing by mix in place method with vibratory roller to archieve the desired d density, complete as per clause -401 (AR) |
| 6 | Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density. (AR) |
| 7 | Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects. (AR) |
| 8 | Prime Coat over WMM/WBM Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (AR) |
| 9 | Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10using bitumen pressure distributor at of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (AR) |
| 10 | Bituminus Concrete Providing and laying bituminus concrete with higher capacity hot mix plant using crushed agrregate of specied grading. premixed with bituminus binder @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and aligment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH spcification clause No. 507 complete in all respects.(AR) |
| 11 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(DSR 2023, SI No. 16.62) |
| 12 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. (DSR 2023, SI No. 16.50) |
| 13 | Earth work in excavation in foundation in ordinary soil in trenches (loam,clay or sand) including lift upto 1.5m.lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus earth as directed by Eng.incharge with in a distance of 50 m. (DSR 2023, SI No. 2.6.1) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) (DSR 2023, SI No. 4.1.8) |
| 15 | 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 IS: 9103 to accelerate / retard setting of concrete, to mprove 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: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 2023, SI No. 5.33.1.1) |
| 16 | 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 IS: 9103 to accelerate / retard setting of concrete, to mprove 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: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 2023, SI No. 5.33.2.1) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 2023, SI No. 5.9.2) |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 2023, SI No. 5.22.6) |
| 19 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm (DSR 2023, SI No. 22.23.1) |
| 20 | Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. (DSR 2023, SI No. 22.23a) |
| 21 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR 2023, SI No. 13.4.2) |
| 22 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 2023, SI No. 13.80) |
| 23 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm (DSR 2023, SI No. 13.45.1) |
| 24 | Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. (DSR 2025, SI No. 7.60) |
| 25 | Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge. (DSR 2025, SI No. 8.54) |
| 26 | Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. (DSR 2025, SI No. 7.88) |
| 27 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. (DSR 2025, SI No. 7.71) |
| 28 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. (DSR 2025, SI No. 7.72) |
| 29 | Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge. (DSR 2025, SI No. 8.28) |
| 30 | Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. (DSR 2025, SI No. 8.24) |
| 31 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. (DSR 2025, SI No. 6.12) |
| 32 | Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer in-charge. (DSR 2025, SI No. 6.31) |
| 33 | Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. (DSR 2025, SI No. 6.30) |
| 34 | Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. (DSR 2025, SI No. 6.4) |
| 35 | Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. (DSR 2025, SI No. 6.21) |
| 36 | Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction ofthe officer-in-charge. (DSR 2025, SI No. 3.38) |
| 37 | Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing &specifications. (DSR 2025, SI No. 2.1) |
| 38 | Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment). (DSR 2025, SI No. 2.2) |
| 39 | Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) (DSR 2025, SI No. 2.4.3) |
| 40 | Mixing earth and manure in specified proportion or as directed. (DSR 2025, SI No. 2.9) |
| 41 | Rough dressing the trenched ground including breaking the clods. (DSR 2025, SI No. 2.5) |
| 42 | Fine dressing the ground (DSR 2025, SI No. 2.7) |
| 43 | Spreading of mixed good earth and manure in specified proportions as above and in required thickness. (DSR 2025, SI No. 2.8) |
| 44 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. (DSR 2025, SI No. 2.6) |
| 45 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge (DSR 2025, SI No. 2.34) |
| 46 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. (DSR 2025, SI No. 2.28) |
| 47 | Excavating, supplying and filling of local earth (excluding royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. (DSR 2023 Civil , SI No. 2.25a) Please Enable Macros to View BoQ information |
