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| 1 | Strengthening of road from Arupalli to Sangepalli Km 0/000 - 1/000 H/O Thally (R-223) |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 3 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A |
| 4 | Picking 5 cm to 10 cm old metalled surface and sectioning -1 sq.m |
| 5 | Providing Gravel with a lead including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete |
| 6 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete |
| 7 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp |
| 8 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp |
| 9 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 10 | Providing HM stones |
| 11 | Providing KM stones |
| 12 | Provision for Name Board Charges |
| 13 | Provision for Sign Board |
| 14 | Provision for CD Works @Ch:445m (6m span) |
| 15 | Earthwork excavation for foundation in all class of soils except hard rock requiring blasting including cost conveyance of all etc.,complete. |
| 16 | Cement concrete 1:4:8(one cement, four sand, and eight hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for foundation and Flooringincluding labour charges for mixing concrete watering and laying the concrete in layers. |
| 17 | Cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15CM thick. Compacting ete., complete complying with standard specification. |
| 18 | Supplying & Erecting Centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel of size 90 X 60cm & 10 gauge stiffened, welded with steel ete., |
| 19 | Deck slab |
| 20 | Supplying and fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with standard specificaation. |
| 21 | Reinforcement Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCCitem of works excluding cost of Reinforcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or etc., complete |
| 22 | Provision of Tar Paper |
| 23 | Provision for Bitumen Pad |
| 24 | Provision for Weep holes |
| 25 | Provision for CC pavement @ 0 - 75m |
| 26 | Cement concrete 1:4:8(one cement, four sand, and eight hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for foundation and Flooringincluding labour charges for mixing concrete watering and laying the concrete in layers. |
| 27 | Construction of un reinforced, dowel jointed at expansion and construction joint only, PCC Pavement thickness as per design, Over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade coarse |
| 28 | Provision for Photographic Charges |
| 29 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
