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| 1 | Strengthening the Road from Karikali to Vadamalaipatti Road H/O Karikali Km 0/0-3/300 (R-11) Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 km 0/0-3/300 |
| 2 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A km 0/0-3/02 |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning km 0/0 - 3/300 |
| 4 | Providing and Laying Gravel tocompacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction KM 0/0 - 1/00 |
| 5 | 1/0-2/0 |
| 6 | 2/0-3/0 |
| 7 | 3/0-3/300 |
| 8 | 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. KM 0/0 - 1/00 |
| 9 | 1/0-2/0 |
| 10 | 2/0-3/0 |
| 11 | 3/0-3/300 |
| 12 | 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.KM 0/0 -1/0 |
| 13 | 1/0-2/0 |
| 14 | 2/0-3/0 |
| 15 | 3/0-3/30 |
| 16 | Applying TACK COAT over WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.KM 0/0 - 1/00 |
| 17 | 1/0-2/0 |
| 18 | 2/0-3/0 |
| 19 | 3/0-3/300 |
| 20 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 507 of MORTH Rev-5 0/0-1/0 |
| 21 | 1/0-2/0 |
| 22 | 2/0-3/0 |
| 23 | 3/0-3/30 |
| 24 | Provision for KM Stone |
| 25 | Provision for HM Stone |
| 26 | Provision for Equilateral triangle sign board 90 cm |
| 27 | Provision for Circle (MANDATORY) sign board |
| 28 | Construction of 3.00 Span Culvert at ch 900- Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc |
| 29 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course |
| 30 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation |
| 31 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Superstructure |
| 32 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for bed blocks |
| 33 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Deckslab |
| 34 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc. |
| 35 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc. |
| 36 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works |
| 37 | Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 38 | Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab |
| 39 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing |
| 40 | Construction of Retaining Wall at ch 1700 - Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc |
| 41 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course |
| 42 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation |
| 43 | Supplying and erecting centering shuttering including necessary supports for plane surface in etc., |
| 44 | Provision for Weep Holes Arrangements |
| 45 | Construction of Wear Coat at ch 3250m - Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete 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 and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 46 | Towards the charges for routlinemaintenance of the road work executedunder NABARD including dressing of bermsby refilling the gully with the earth fromborrow pits, cleaning of wild seasonalgrowth on berms, destilting of side drainsand CD works, white washing guard stones,painting of KM, HM stones, parapets,cutting of branches of trees, refixingdisplaced guard stones, caution boards,speed limit boards etc., with the periodicityfor the above activities as prescribed in IRCSP-20:2002 and as directed by thedepartmental officers except for theconstructional defects which has to berectified by the contractor at his own cost For the First Year from the date ofcompletion of work |
| 47 | For the Second Year from the date ofcompletion of work |
| 48 | For the Third Year from the date ofcompletion of work |
| 49 | For the Fourth Year from the date ofcompletion of work |
| 50 | For the Fifth Year from the date ofcompletion of work |
| 51 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
