Upgradation Of The Road From Indur P.H.C To Dh Road Km.0 / 0-0 / 250 H / O.Indur In Package No.Tn04-01 / Mlacd 2021-2022 Nallampalli Upgradation Of The Road From Indur P.H.C To Dh Road Km.0 / 0-0 / 250 H / O.Ind
Tender Overview
Project Description
Upgradation Of The Road From Indur P.H.C To Dh Road Km.0 / 0-0 / 250 H / O.Indur In Package No.Tn04-01 / Mlacd 2021-2022 Nallampalli Upgradation Of The Road From Indur P.H.C To Dh Road Km.0 / 0-0 / 250 H / O.Indur
BOQ
| Sl. No. | Item Description |
| 1 | Upgradation of road from Indur P.H.C to DH road Km.0/0-0/250 H/o Indur |
| 2 | Clearingscrub jungle including removing from the site, disposal by burying or burning etccomplete as directed by the departmental officers and including all other incidental charges etc., complete |
| 3 | Providing and Laying Gravel to 100mm compacted 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 |
| 4 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm, IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%) & (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) |
| 5 | Km 0/0 - 0/250 |
| 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 | Km 0/0 - 0/250 |
| 8 | Providing and laying of Prime Coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 9 | Km 0/0 - 0/250 |
| 10 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., |
| 11 | Km 0/0 - 0/250 |
| 12 | Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat \"A\" over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rollingseparately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges formini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefore etc.com. |
| 13 | Km 0/0 - 0/250 |
| 14 | Culvert 1.5m span @ Ch.10 m |
| 15 | Earth work excavation for foundation inall soilsand sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation. |
| 16 | Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laidin layers not more than 15.c.m. thick compacting etc. complete complying with standard specification. |
| 17 | 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 completefor 10 cum. |
| 18 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsfor slabs and beams complying with standard specification |
| 19 | Centering below ground |
| 20 | Centering above ground |
| 21 | 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 |
| 22 | Reinforced cement concrete 1:2:4 mix using 20mmISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum |
| 23 | Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed. |
| 24 | Provision for Wepholes |
| 25 | Expension joint (Bituman Pad) |
| 26 | Provision for Drainage |
| 27 | Earth work excavation for foundation inall soilsand sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation. |
| 28 | Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laidin layers not more than 15.c.m. thick compacting etc. complete complying with standard specification. |
| 29 | 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 completefor 10 cum. |
| 30 | Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsfor slabs and beams complying with standard specification |
| 31 | Plastering in 1:4 mix using 20 mm thick for RCC exposed surfaces complying with standard specifications as directed etc completed |
| 32 | Provision of Hm Stone |
| 33 | Provision of Name Board |
| 34 | 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} |
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Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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