Tender For Resectioning D/S Slope Of Right Dyke, Improvement To Dam Top D/S Dwarf Wall, Longitudinal Drain & Transverse Drain On Dam Slope, Restoration To Toe Drain, Improvement To Right Dyke Dam Top Road, Construction Of Diesel Generator Shed Includ
Tender Overview
Project Description
Tender for Resectioning D/S Slope Of Right Dyke, Improvement To Dam Top D/S Dwarf Wall, Longitudinal Drain & Transverse Drain On Dam Slope, Restoration To Toe Drain, Improvement To Right Dyke Dam Top Road, Construction Of Diesel Generator Shed Including Colour Washing To Spillway,Parapet, Dwarf Wall Of Derjang Dam Under Dam Protection And Imrovement Work (Dpiw).
BOQ
| Sl. No. | Item Description |
| 1 | Clearing of grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification, direction of the Engineer-in-charge. |
| 2 | Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead 1000m including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification, direction of the Engineer-in-charge. |
| 3 | Dismantling stone pitching/ dry stone spalls including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification, direction of the Engineer-in-charge. |
| 4 | Excavation in all kinds of soil including moorum, stoney earth, gravel etc.excepting all kinds of rock & boulders exceeding 0.014cum in volume for dambase stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 1.5m initial lift including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification, direction of the Engineer-in-charge. |
| 5 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete including cost, conveyance, taxes of all materials and hire & running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. |
| 6 | Filling foundation and plinth with clean coarse sand, well watered and rammed including cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. |
| 7 | Providing and laying RCC / CC of M-15 grade using 20 mm down graded size hard granite crusher broken chips of approved quality, colour and texture free from weathered & skinned and sharp sand of approved quality from approved quarry, mixing, hoisting, lowering and laying in position, compacting and curing for specified days including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 8 | Providing formwork for concrete with F1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block, joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete including cost, conveyance, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 9 | Supplying and spreading sand of approved specification for filter in rock toe riprap and filter drains in earth dam and dyke to proper slope and level within an initial lead including cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. |
| 10 | Supplying and spreading 40mm to 20mm size granite metal in filter in rock toe riprap and filter drains in earth dam or dyke to proper slope and level within initial lead including cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. |
| 11 | Providing dry rubble rock toe with blasted and quarried granite boulders of size 30.cm and above with all leads and lifts including dumping with packing interstics properly and surface packing to proper line and level including cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. |
| 12 | Collecting, supplying & stacking at work site & conveying from stacks and providing rough stone dry packing in approns & revetments using old hard stone of 0.003 cum & above size with wedging, hammering & filling the interstices with small spalls including surface packing & fixing of wave breakers including cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. |
| 13 | Collecting, supplying & stacking at work site & conveying from stacks and providing rough stone dry packing in approns & revetments with hard stone of 0.003 cum & above size with wedging, hammering & filling the interstices with small spalls including surface packing & fixing of wave breakersincluding cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. |
| 14 | Excavation of any approved type of soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading and unloading into the transportation vehicles within a lead 3 km and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm to 7cm, laying in layers not exceeding 22.50cm layers for all fit including removal of roots, shurb jungles, bushes and all foreign debries from the earth and benching the old embankment, resectioning, cambering the earth work, watering and compaction with PRR for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries including cost, carriage & royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge (Measurement shall be taken on finished level section under OMC condition. Borrow area is to be arranged by the agency at his own cost and responsibility) |
| 15 | Fine dressing and turfing the slopes of embankment with compact dub grass after dressing and leveling the slopes and filling the depression including all leads, lifts & delifts, watering till survival of green growth, cost of all labour, conveyance,T&P, with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 16 | Brick work with Fly Ash Brick 23cm x 11cm x 8cm size having crushing strength not less than 75kg/cm2 with dimensional tolerance ± 8 percent in CM (1:6) in foundation & plinth including cost, conveyance, royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 17 | Brick work with Fly Ash Brick 23cm x 11cm x 8cm size having crushing strength not less than 75kg/cm2 with dimensional tolerance ± 8 percent in CM (1:6) in Super Structure including cost, conveyance, royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 18 | 16mm thick cement plaster in Cement Mortar (1:6) over brick work after the racking outs the joint and cleaning the surface including watering and curing for specified days including cost, conveyance, royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 19 | 2.5cm A.S. flooring with Cement concrete (1:2:4) with cement punning using 12mm size hard granite crusher broken chips including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 20 | Supplying, fitting and fixing G.C.I. sheet in roof drilling hole in wind ties with fixing of ridges valleys wind tiles including cost, conveyance and taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 21 | Supplying & fixing Angel section, hoisting joists and trusses and placing in postion including cost, conveyance and taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 22 | Scaping old paint with scrapers, sand papering & washing with soap water or soda including scaffolding charges upto 5m height with cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 23 | Priming wall surface with primer of approved make and finished smooth and even surface to receive painting including scaffolding charges with cost, conveyance, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 24 | Finishing wall with water proofing weather coat paint of approved shade on new works two coats to give an even shade after scraping & cleaning the wall surface including cost, conveyance, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 25 | Cutting holes RCC floors and roofs up to 19cm thick for passing GI/PVC pipe and fitting etc. and repairing the holes after insertion of pipe with cement concrete (1:2:4) with finishing including cost, conveyance, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved P.H specification and direction of the Engineer -in- Charge. |
| 26 | Supplying ,fitting & fixing rigid UPVC pipes of 110mm dia pipe for drain pipes in wall with cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 27 | Scarifying the existing bituminous road to a depth of 50mm and disposal of scarified materials with all lifts and leads upto 1000m with cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 28 | Picking up hard stone metal surface to a depth of 5 cm. including screening useful materials and removing rubbish and replacing usable road metal to camber with all lifts and leads with cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 29 | Providing, laying, spreading and compacting stone aggregates of IRC- Grade-II (63 mm to 45 mm size ) to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel rollers 8-10T in stages to proper grade & camber, applying & brooming requisite type of screening / binding material to fill of the interstices of coarse aggregate, including turf edging, watering, compacting to required density as per clause 404 of MORT&H specification for road & bridge work ( 4th Revision) with cost, conveyance, royalty, taxes of all materials, hire & running charges of machineries, and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 30 | Providing, laying, spreading and compacting stone aggregates of IRC- Grade-III (53 mm to 22.5 mm size) to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel rollers 8-10T in stages to proper grade & camber, applying & brooming requisite type of screening / binding material to fill up the interstices of coarse aggregate, including turf edging, watering, compacting to required density as per clause 404 of MORT&H specification for road & bridge work ( 4th Revision) with cost, conveyance, royalty, taxes of all materials, hire & running charges of machineries and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 31 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.60kg/sqm using mechanical means including cost, conveyance, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. |
| 32 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20kg/sqm on the prepared bituminous surface cleaned with machanical broom including cost, conveyance, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. |
| 33 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.30kg/sqm on the prepared granular surface cleaned with machanical broom including cost, conveyance, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. |
| 34 | Providing and laying semi dense bituminous concrete Grade-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete all respects cost, conveyance, royalty, taxes of all materials and hire & running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. |
| 35 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area ,thickness of 2.5mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level, uniform and free from streaks and holes including cost, taxes of all materials and hire & running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. |
| 36 | Dismantling Brick / Tile work in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification, direction of the Engineer-in-charge. |
| 37 | Dismantling & Removing old lime or cement plaster from walls including raking out joints 12mm deep and stacking the useful materials for reuse and removing the debris with all leads and lifts, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 38 | Brick work with Old Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg/cm2 with dimensional tolerance ± 8 percent in CM (1:6) in Super Structure including cost, conveyance, royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 39 | Cutting of Expansion joint of 12mm thick in existing plain cement concrete including filling the joints with bitumen sealant @800 ml.per joint and jute rope with cost of all materials, hire & running charges of machineries, T&P, with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge. |
| 40 | Earth work in excavation of foundation in Hard soil including dressing & levelling the foundation bed including shoring, shuttering & dewatering if required and laying the excavated earth in layers not exceeding 0.30m depth in the specified filling sections, rough dressing and breaking clods to maximum 5 cm to 7 cm and disposing the excess earth away from worksite including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
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