IMPROVEMENT TO JAGATAGHAI MIP RESERVOIR AT MARIDI IN BEGUNIAPADA BLOCK UNDER DRIP PHASE II

Amount

Clearing shrub jungles and uprooting stumps and small bushes and trees of below 1 meter girth on open space between 50% to 70% on pre-measurement including removal of debris and depositing the same clear of work site with all leads, lifts and de-lifts etc, with supply of all labour and T&P required for the work complete in all respect as directed by the Engineer-in-charge.

Earth work in oridinary soil with all leads and lift and delifts , including rough dressing and breaking clouds to maximum 5cm to 7cm and laying in layers not exceeding 0.30 m in depth and depositing the excavated materials away from the work site proper profile with all leads and lifts etc. Complete as per direction of the Engineer-in-charge(1/6th volume will be deducted towards loose earth in filling section only

Earth work in excavation in hard or gravelly soil including stoney earth and gravel mixed with boulders not exceeding 0.014 cum volume with all leads and lifts and depth of cutting to proper slope and profile as per the requirement including rough dressing and breaking clods to a maximum 5 to 7 cm and laying in layers not exceeding 0.23 m in depth in proper slope and profile along with supply of all labour and tools & plants, all materials including all taxes & supervision charges to complete the item of work as per design, drawing and specification with two extra lead and as per the direction of the Engineer-in-charge. (Measurement will be taken in the finished approved level section) 1/6th volume will be deducted towards settlement for embankment only. (For Dam).

Earth work in all kinds of soil in benching with all leads and lifts as per the approved specification and level including the rough dressing of the benching section to proper slope and profile with supply of all labour and tools and plants, all materials, all taxes & supervision charges to complete the item of work as per the direction of the Engineer-in-charge. (Suitable earth to be used in the dam section)(Benching the Old Embenkment)

Earth work in hard soil with two extra leadsand one extra lift including rough dressing and breaking clods to maximum 5cm to 7 cm in size and laying in layer not exceding to 0.30 m in depth etc complete as directed by Engineer-in-charge

Excavation of founation in hard rock (granite) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department and as per the Direction of the Engineer in Charge.

Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered.

Excavation of founation in DI / Stoney / Hard earth and Gravel mixed with stone and boulder to proper profile with all leads,lifts & delifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and Levelling bed to proper slope and making it fit for laying concrete and removing the debris clear of works site with all leads and delifts including dewatering from foundation if necessary etc. complete as directed by Engineer-in-charge

Excavation in all kinds of soil including moorum,stonery earth gravel etc,excepting all kinds of rocks and boulders exceedly 0.014 cum in volume for dam base stripping cut off trenches,out fall drains and stripping in borrow areas including rough dressing and dumping the excaveted materials away from work site.

Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. (1/6th volume will deducted for settlement of earth work and Measurement will be taken on finished approved level section). (Royality is to be diducted as per norms)

Filling in foundation and plinth with excavated earth including well watering, rammed with all leads lifts and delifts including making arrangements for carraige of water and with cost,conveyance of all materials, labour required for the work etc,complete as per the directed by the Engineer-in-Charge.

Filling in foundation and plinth with good quality Sand in foundation bed with Collecting, supplying and spreading approved quality and specification of well graded Sand in layers as filters to proper line and level including watering, ramming to proper density with cost, conveyance, royalty taxes of all materials and cost of all labour and T&P as required for the work including labour cess etc. complete in all respect as per specification and direction by the Engineer-in-charge.

Fine dressing and turfing the slopes of dam and dyke & canal embankment with approved quality of compacted dub grass including collection of turf, conveyance to site with all leads, lifts & de-lifts including periodical watering till survival of turf to its full green growth and supply of all labour , T & P materials and labour cess required for the work etc. complete as directed by the Engineer-in-charge (Measurement is to be taken after full survival of turf)

Watering earthwork in dam embankment upto OMC condition involving all cost of arrangements with all leads, lifts and de-lifts and compaction with suitable power roller/ sheep foot roller and track dozer / vibratory plate compactor or any approved compaction equipment to 95% of Proctor density including making arrangements for supply of water complete in all respect as directed by the Engineer-in-charge. (Measurements to be taken on the finished compacted section of fill under OMC Condition and no extra payment will be made for partially compacted earth work on the slope beyond designed section).

Collecting, supplying, and stacking moorum in regular box heaps measured as 1.5X1.5X0.44 of approved specification on compacted surface of earth dam or dyke for premeasurement including transportation of moorum and conveying from stacks and spreading moorum on approved surface to the specified thickness and consolidation by watering, ramming or with H.R,R. to the required level with all leads & lifts including cost, conveyance, royalty and other taxes of all materials with supply all labour and T&P required for the work etc, complete in all respects as directed by the Engineer in charge.

Cement concrete M-10 grade with crushed granite coarse aggregate of size 40mm down graded mixed in batching and mixing plant including cost of all materials, machineries and labour for materials up to mixing yard and transportation of mixed concrete within initial lead of 1km by mechanical means and laying in dams, barrages, power house and pen stock with all lifts/delifts upto 1.5m height above average ground level as per direction of Engineer-in-charge. (Cost of transportation of materials to be added)

Cement Concrete M15 grade using 20 mm down graded size crusher broken granite metal of approved quality quarried and free from weathered skin including lifting the materials lowering,hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and leveling including dewater- -ing if necessary and cost,conveyance and royality and and other texes etc of complete materials including hire & running charges of machineries complete as directed by Engineer-in-Charge

R.C.C in M20 grade using 20 mm down graded size crusher broken granite metal of approved quality quarried and free from weathered skin and foreign materials including mixing the materials by use of concrete mixture and laying concrete in layers not exceeding 0.15 m in depth to required level curing vibrating with vibrators finishing etc with all leads lifts and delifts complete in all respect to proper profile and leveling including dewater- -ing if necessary and cost,conveyance and royality and and other texes etc of complete materials including hire & running charges of machineries complete as directed by Engineer-in-Charge(Excluding cost of MS rod)

Grouting aprons and revetments 23 cm deep with cement concrete(1:4:8) with 25 mm chips with all cost Conveyance and royality of materials with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge.

Straightening, cutting, bending, binding of uncoated HYSD steel reinforcement and tying the grills as per approved design & drawing and placing in position including cost, conveyance, royalty and other taxes of M.S. Rods, binding wires of 18 to 20 gauge with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-Charge. (Weight of the binding wire will not be included in the measurement for payment)

Providing rigid, smooth centering & shuttering for RCC works including false work and including cost, conveyance, royalty & other taxes of all materials required for the work complete in all respect and dismantling the same after casting and curing with water for specified period including depositing the debris clear of work site with all leads & lifts, delifts including supply of all labour and T & P required for the items etc. complete in all respect as directed by Engineer-in-charge

Providing rigid, smooth centering & shuttering for RCC works including false work and including cost, conveyance, royalty & other taxes of all materials required for the work complete in all respect and dismantling the same after casting and curing with water for specified period including depositing the debris clear of work site with all leads & lifts, delifts including supply of all labour and T & P required for the items etc. complete in all respect as directed by Engineer-in-charge

Providing Formwork for Concrete with F1 Finishing for Upstream faces of dam ,Spillway,glacis of barrages, unexposed surfaces of foundation, block joints etc with steel shutters rigidly fixing and removal of forms and making good to the surfaces where necessary complete with all labour materials and T & P complete as directed by the Engineer-in-Charge.

Providing rigid & Smooth Centering with box type steel shutter,shuttering plate with keys with intermediate construction joint in raft of weire,barrages & dam blocks including cost, conveyance, royalty & other taxes of all materials required for the work complete in all respect and dismantling the same after casting and curing with water for specified period including depositing the debris clear of work site with all leads & lifts, delifts including supply of all labour and T & P required for the items etc. complete in all respect as directed by Engineer-in-charge.(Vide-AR 2006,P-34,Item No-36)

Providing weep holes in Brick masonry/RCC/ Plain walls with 100mm dia A.C. pipe extending through the full width of the structure with slope of IV: 2011 towards draining face including cost, carriage, royalties and taxes of all materials, excluding GST supply of all labour and T & P and supervision charges required for the item etc. complete in all respect as per approved design, drawing, specification and as per the direction of the Engineer-in-Charge.

R.S. Dry packing in aprons and revetments in all heights with hard broken stone 15cm to 30cm size in all direction (Weighing 140 Lbs/Cft) and above size of approved quality quarried and free from weathered skin including filling the interstices with small stones including cost, conveyance royalty and taxes of all materials required for the work to proper slope and level etc. with supply of all labour and T&P required for the work etc. complete in all respect as per directed by the Engineer in charge.

R.S. Dry packing in aprons and revetments in all heights with hard broken stone 30cm and above size of approved quality quarried and free from weathered skin including filling the interstices with small stones including cost, conveyance royalty and taxes of all materials required for the work to proper slope and level etc. with supply of all labour and T&P required for the work etc. complete in all respect as per directed by the Engineer in charge.

Dry stone masonry or Rough stone Dry masonary for Guard walls and Retaining Walls in all heights with hard broken stone 30cm and above size of approved quality quarried and free from weathered skin including filling the interstices with small stones including cost, conveyance royalty and taxes of all materials required for the work to proper slope and level etc. with supply of all labour and T&P required for the work etc. complete in all respect as per directed by the Engineer in charge.

R.R.Stone masonary in C,M( 1:6 ) with HG stone of 1 cft and above size (weaighing 160 lbs/cft and above) quarried and free from weathered skins of approved quality foundation and plinth and superstructure with splay cutting and circular moulding where necessary including cost,conveyance,royality & other taxes of all materials labour, T&P materials required for this item including watering and curing etc,complete in all respect as directed by the Engineer-in-Charge.

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 as directed by the Engineer-in-charge. (Cost of transportation to be added)

Supplying and spreading 40mm to 20mm size granite metal filter in horizontal filter zones and filter blankets including levelling etc complete within initial leadas directed by the Engineer-in-charge. (Cost of transportation to be added)

Repair, Maintenance & Seal Changing of Spillway,Head Regulator,Outlet Vertical Gates and its Accessories of Irrigation Project( Manually Operate Hoist ) ,Removing the seal flats by cut opening all bolts and nuts and removed the damaged seals, Cleaning and painting the seal flats,Providing complete new sets of rubber seals,Position the Seal flats on the seals,Fixing the seals with bolts and nuts.Cleaning ans scraping the gate leaf and then fitting the new rubber seals including the cost of lifting and lowering of the gates and placing in position with the help of materials,conveyance,taxes,machinery etc complete and as per direction of Engineer in Charge.

Repair, Maintenance & Painting of Spillway,Head Regulator,Outlet Vertical Gates and its Accessories of Irrigation Project( Manually Operate Hoist ) ,The surface requires cleaning by wire brush,sand papers and the heavy deposits of grease or gear oil may be removed by the solvent like clean mineral,sprits and white gasoline of skin plates,girders and stiffeners manually and placing in position with the help of materials,conveyance,taxes,machinery etc complete and as per direction of Engineer in Charge.

Repair, Maintenance Works of Spillway,Head Regulator,Outlet Vertical Gates and its Accessories of Irrigation Project( Manually Operate Hoist ) ,Greasing of Gear and Pinion of end reduction unit,guide roller buses and pins,movableparts,Tightening of all bolts and nuts and Screws,Cleaning and lubricating gate guide track in each grooves and placing in position with the help of materials,conveyance,taxes,machinery etc complete and as per direction of Engineer in Charge.

Plantation above F.R.L in Reservoir Area to avoiding soil erosion and siltation in the reservoir due to tilling of the land.to prevent this activity,tree plantation are taken up abundanty insde the reservoir area.Plant may be Teak (Taguan),Neem,Chakunda,Kaju(Cashew Nut),Gongo Siwi,Jackfrut(kathal), Ukalipotas, Jamu (Black Berry), aranja,Amala,Lamon,Mahul, Tentuli(Tiamarine), Krusnachuda,Berry, Mengo, Kadamba,Ato(Sitafal),Pijuli, Gombhari,Debdaru, Arjun etc,using fertilizer as require and guard with 1.20m Cercumference(Round) including maintance arrangements for five year and cost of materials,conveyance,royality, etc complete as directed by Engineer-in-Charge.

Brick work with C.B. bricks 23cm x 11cm x 8cm size having crushing strength not less than 75kg / Cm2 in C.M. (1:6) in foundation and plinth etc. complete in all respect as per directed by the Engineer-in-charge

12mm thick cement plaster in C.M. (1:6 )Over brickwork after racking out joints with all cost, conveyance, royalty and taxes with all leads, lifts and delifts to work site including watering, curing, etc. complete as Directed by the Engineer-in-charge.

Priming one coat with any approved primer over iron & Plastered surface work including cost of materials and labour charges etc. complete as per directed by the Engineer-in-charge. (Vide A/R – 2006, Item No. 1, Page-93)

Painting with approved (Enamel paint ) on new Iron work, Painting Two coat of Primer with any approved paint for D/s, W/s, Grill etc including cost and labour of materials etc. complete as directed by the E.I.C. (Vide A/R – 2006, Item No.5, Page-94) (DRDA)

Supplying fitting and fixing Vetified tiles in florrs of size 600mm x 600mm of approved make laid on 25mm thick cement mortar 1:1 and fitting joint with white cement of approved quality including cost of all materials labour T&P etc required for the work etc, complete as per direction of EIC including cost of precast tile.( Data For 10 Sqm)

Finishing plastered surfaces of walls with plaster of paris ( acrylic wall putty of water based ) & marking smooth and even surface to receive painting including T & P & cost of materials etc. complete. ( Data for 10.00 Sqm. )

Fixing tiles in dados skining and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigments to match the shade of the tiles including polishing complete including cost of precast tiles.( Data for 1 sqm)

Supplying fitting and fixing Vetified tiles in florrs of size 600mm x 600mm of approved make laid on 20mm thick cement mortar 1:4 and fitting joint with white cement of approved quality including cost of all materials labour T&P etc required for the work etc, complete as per direction of EIC including cost of precast tile.( Data for 10 sqm)

Supplying fitting and fixing Vetified tiles in florrs of size 600mm x 600mm of approved make laid on 25mm thick cement mortar 1:1 and fitting joint with white cement of approved quality including cost of all materials labour T&P etc required for the work etc, complete as per direction of EIC including cost of precast tile.( Data For 10 Sqm)

Fabrication Supplying,Fitting & Fixing of Iron door and window including Iron Chawkatha as Required in complete shape,including cost of materials,Labour,conveyance etc. complete as directed by the Eingineer_in_Chagre. of including fitting fixing with all respect complete.

Supplying & Fixing of P.H. Materials arrangement, fitting all cost of materials taxes labour ,T & P etc complete as per direction of Engineer in charge.

Supplying & Fixing of Electrical. Materials arrangement, fitting all cost of materials taxes labour ,T & P etc complete as per direction of Engineer in charge.

Removing the old revetments in damaged portions and repacking the same with old stones including filling the interstices with quarried broken spells as per designed specification after dressing and leveling the slope with all leads, lifts and delifts, labour etc. complete in all respects as directed by the Engineer in charge.

Dismantling brick or stone masonry in lime or cement mortar under 3m.height including stacking the useful materials for reuse and removing the debris within 50m. Lead

Laying Sub-Base in layers not exceeding 100 mm watering and compacting to the required density in O.M.C condition with PRR, complete as directed by the Engineer-in-charge.

Providing Laying, Spreading and compacting stone aggregates of specific size to Water Bound Macadam (Grade-II) specification including spreading in uniform thickness,hand packing,rolling with 3 wheeled steel roller 8-10 tonnes in stages tonmproper grade and camber,applying and brooming requisite type of screening/binding materials to fill up the interstices of course aggregate,watering and compacting to the required density as per clause 404 of MoSRT & H Specifications for road & Bridge works (4th Revision) complete as directed by the Engineer-in-charge.

Providing Laying, Spreading and compacting stone aggregates of specific size to Water Bound Macadam (Grade-III) specification including spreading in uniform thickness,hand packing,rolling with 3 wheeled steel roller 8-10 tonnes in stages tonmproper grade and camber,applying and brooming requisite type of screening/binding materials to fill up the interstices of course aggregate,watering and compacting to the required density as per clause 404 of MoSRT & H Specifications for road & Bridge works (4th Revision) complete as directed by the Engineer-in-charge.

Providing and applying PRIMER COAT with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means as per Clause 502 of MoSRT & H Specifications for road & Bridge works (4th Revision) complete as directed by the Engineer-in-charge.

Providing and applying Primer coat/Tack Coat over Metalled surface and spraying primer at the rate of 0.30kg/sqm with all cost and conveyence,complete as directed by the Engineer-in-charge.

Laying 20 mm thick Premix Carpet using 0.27 cum of 13.20 mm to 5.60 mm Size crushed stone chipping and 14.60 kg.penetration grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR ,hot mix plant , bitumen boilers and all T & P articles but excluding cost and conveyence of chips and bitumen ,complete as directed by the Engineer-in-charge.

Laying 6 mm thick Precoated Seal coat type -B using 0.06 cum of 6.7 mm Size crushed stone chips as per sieve analysis and 6.80 kg of bitumen per 10 sqm. including hire and running charges of PRR ,hot mix plant , bitumen boilers and all T & P articles but excluding cost and conveyence of chips and bitumen ,complete as directed by the Engineer-in-charge.

UNICORN INDIA PRIVATE LIMITED