A/R and M/O HPPWD Division Rajgarh District Sirmour H.P. (SH Construction Septic tank and Soak Pit).

Earth Work

Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) and 1606.1(One six zero six point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side & any structure near about, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Centering and shuttering including strutting, propping etc . and removal of of form for:

Suspended floors, roofs, ladings, balconies and access platform (septic Tank)

Suspended floors, roofs, ladings, balconies and access platform (inner & outer side) RWHT

Edges of slabs and breaks in floors and walls under 20 cm wide.

Providing and Laying in position cement concrete 1:3:6 (One cement :three sand : six graded crushed hard stone aggregate 40mm(Forty millimeters nominal size) of specified grade mechanically mixed vibrated and curing complete , excluding the cost of centering and shuttering all work up to plinth level , as per H.P.P.W.D. spesification 1990 Volume-I including carriage of all labour , equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying cement concrete 1:1.5:3 [ One cement is to One and half sand isto three graded crushed hard stone aggregate 20 (Twenty) millimeters nominal size] machanically mixed and vibrated and curing complete, excluding the cost of centering and shuttering all work up to plinth level in beams suspended, slab . including carriage of materials within all leads and lifts. as per H.P.P.W.D. spesification 1990 Volume-I including carriage of all labour , equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying cement concrete 1:1.5:3 [ One cement is to One and half sand isto three graded crushed hard stone aggregate 20 (Twenty) millimeters nominal size] machanically mixed and vibrated and curing complete, excluding the cost of centering and shuttering all work up to plinth level in walls any thickness . including carriage of materials within all leads and lifts. as per H.P.P.W.D. spesification 1990 Volume-I including carriage of all labour , equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars, In all leads and lifts to the entire satisfaction of Engineer in charge.

Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in cement motar 1:4 (1 cement :4 coarse send ), in all leads and lifts to the entire satisfaction of Engineer in charge .

Half brick masonry with common F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in cement motar 1:3 (1 cement :3 coarse send ), in all leads and lifts to the entire satisfaction of Engineer in charge .

Providing and laying cement concrete flooring 1:2:4 ( cement : 2 coarse sand :4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc, complete 40 mm thick with 20 mm nominal size stone aggregate in all leads and lifts to the entire satafication of Engineer in Charge.

6 mm cement plaster of mix : 1:3(1 cement : 3 fine sand) in all leads and lifts to the entire satisfacation of Engineer in Charge.

15 mm cement plaster on the, in all leads and lifts to the entire satisfaction of Engineer in Charge. Rough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 fine sand)

Supplying and fixing C. I. Cover without frame for manholes: 455X610 mm rectangular C.I cover (light duty) the weight of the cover to be not less than 23 kg in all leads and lifts to the entire satisfaction of Engineer in Charge.

Providing and fixing on wall face untlasticisad Rigid PVC rain water pipe conforming to IS : 13592 Type- A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, ( i), single socketed pipe 75 mm diameter, in all leads and lifts to the entire satisfaction of Engineer in Charge.

Supplying, filling, spreading & leveling brick bats of size range 5 cm to 10 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in -charge. In soak pit, in all leads and lifts to the entire satisfaction of Engineer in charge .