Construction of Shree Vatika in Shri Mata Mansa Devi Complex, Panchkula

Amount

Earth work in excavations in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and sub sequent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters.

Earth work excavation in all lead & lift with minimum lead 1Km undressed.

Rehandling of recently deposited earth work(for back filling of drain)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth.

Shuttering for faces of concrete with steel shuttering foundations and foundation beams (vertical or battering) etc.

Centering and Shuttering for square and rectangular column or polygonal in plan etc. Ground Floor.

Centering and Shuttering for circular column or curved in plan. Ground Floor.

Centering and shuttering for face of wall partitions, retainning wall well steinning and the like (vertical or batterring ) inclunding attached pilasters, buttresses. Groud Floor.

Centring and shuttering for slab exceeding 3 metres with steel shuttering but upto 6 metres span.& with steel shuttering

Centering and shuttering for flat surface such as suspended floors roofs, lam=ndings, chhajjas shelves etc. inclination not exceeding 25 degree with horizontal. Groud Floor.

Centering and shuttering for Sides and soffit of beams hunchings, girder bressumers and lintels. Ground Floor.

Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 330 kg/cum.)

Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in foundation and plinth. (Note: Cement content considered in this item is @ 350 kg/cum.).

Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in first storey upto 4 meters above plinth level. (Note: Cement content considered in this item is @ 350 kg/cum.). Ground Floor.

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.

First class brickwork laid in cement sand mortar 1:5 in foundation and plinth.

First class brickwork laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level. Ground Floor.

Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified.

Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16

Bottom khurra on ground 1:2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3

12 mm thick cement plaster 1:6

20 mm thick cement plaster 1:5 in 2 coats work. 1 st storey

10 mm thick cement plaster 1:4. First Storey.

20 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded. Vertical Surface

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Preparation of plastered surface for distempering including sand papering the surface, applying filling with approved quality filler, consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete.

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work.

Precast chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings.

Dholpur stone tiles 25 mm thick in wall facing (lining) laid in any pattern as specified on 12 mm thick cement coarse sand mortar 1:3 and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and labour for fixing cramps, pins and dowles etc.

providing and fixing PVC rain water pipe 6kg pressure of ISI mark in cement mortar during masonry work. (a) 100 mm dia PVC pipe 6 kg pressure.

Supplying at site of work sludge duly stacked at site.

Trenching in all kinds of soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50 proper levels by filling with earth or earth mixed with sludge or/and farm-yard manure before and after flooding trench with water (excluding cost of imported earth and sludge or farm yard manure)

Rough dressing the trenched ground including breaking clods.

Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation

Fine dressing the ground

Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. (ii) In rows 7.5 cm apart in either direction.

Providing and laying four courses of water proofing treatment consisting of first and third courses of blown type bitumen grade 85/25 applied hot at 1.6 kg per sqm for each course and second course of fibre glass R.P.Tissue and fourth and final course of stone grit 6 mm and down size or pea-sized grit spread at 0.006 cum per sqm including preparation of surface.

Sh.Devender Sharma Contractor

Sh. Ram Sharan Contractor

SATPAL GULIA CONTACTOR

TEJWANT RAI GOVT CONTRACTOR

Krishna Construction Co