CONSTRUCTION WORK OF BAJRANG GHAT AT GOMATI RIVER LOCATED IN DISTRICT JAUNPUR UNDER INFRASTRUCTURE FUND

Supply and Piling eucolyptus ballie 150 mm and above dia etc complete as per direction of E/I A.R.

Bamboo bracing 150 dia and above per no.etc complete as per direction of E/I A.R.

Supply and Dumping and placing of old EC bag filled with RBM in nylon crate of size 1.0 x 1.0 x 1.0m for making plate form for appron work etc complete as per direction of E/I ( no. of crate )A.R.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.DSR : 2.25(a)

150mm dia boring with 110mm dia perforated PVC pipe for dewatering hole including cost of all materials, labour and T&P etc.A.R.

Dewatering with 5 HP diesal pump etc complete as per direction of E/I A.R.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soilDSR : 2.6.1

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.DSR-4.1.8

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia pilesDSR : 20.3.1

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumDSR : 5.33.1.1

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cumDSR : 5.33.2.1

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade Red sand stone - exposed face fine dressed with rough backing. 40 mm thick:DSR : 8.14.1.4

Providing and laying Dry bolder pitching to side slope including the cost of material, labour etc complete as per direction of E/I .A.R.

Supply, Dumping and placing 240 GSM Geo textile bag size 1.0 x 0.75m filled with RBM for making work etc complete as per direction of E/I A.R.

Providing and fixing stainless steel ( grade 304 ) railing Hollow tubes, channels, plares etc, including welding, grinding, buffing, polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-in-charge, ( for payment purpose only weight of stanless steel members shall be considerd excluding fixing accessories such as nuts, bolts, fastners etc. )DSR: 10.28

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)DSR: 6.4.1

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR: 5.22A.6

Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone DSR 7.33.1

Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers.DSR-5.9.5

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.DSR-5.9.3

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concreteDSR-5.9.1

Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and StrutsDSR-5.9.6

Brick work with bricks of class designation 150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1

Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).DSR 11.3.1

15 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) DSR 13.5.1

Providing and placing in position 100 mm thick Precast RCC Covers on drains DSR16.93

Cleaning and Sweeping of Lawn / Garden area and keep it neat and clean by mechanized method / manually, remove litter,debries, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per direction of officer -in- charge (All T & P, materials/ articles shall be provided by the contractor.)Hort.-2.59.1

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Hort.-2.32

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).Hort.-2.2

Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mmHort.-2.4.3

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.Hort.-2.9

Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).Hort.-2.8

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-chargeHort.-2.33

Plantation of trees. (Euphorbia caracasana (bronze colour leaves) of height 90-105 cm., bushy in big size HDPE bag)Hort.-10362

Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.Hort.-7.69

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.(DSR-2.25,a)

Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.DSR 16.72

Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).DSR 16.73

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 20 mm nominal size DSR 16.74.2

Supply and fixing of Solar Light 30 Watt including inbuilt Charge Controller and dusk to dawn operation, Galvanized Pole of M.S Material and 3.5 meters height, Battery Tubular 12V/ 150 AH, suitable for 2 days autonomy and Solar Panel 200 WpQuotation