P/L RCC/steel divider, metalling and tarring from main entrance to RD 100 at Ind. Area Shamshi Distt. Kullu (HP).

Amount

Excavation in foundation and trenches in earth work (for berms) in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer-in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of MC/ local body dumping charges it lived any as per satisfaction of Engineer-in-charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used/ removed as per the direction of Engineer-in-charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Providing and laying cement concrete 1:6:12 (One cement : six sand : twelve graded/crushed stone aggregate 40 mm (Forty millimeter) nominal size) by curing complete excluding cost of centering and shuttering in: Foundation and plinth, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Form work:-Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in situ-reinforced concrete and plain concrete work, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. (a) Foundation, footings bases of columns etc. and mass concrete.

(b) Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like drain.

Providing concrete for plain/reinforced conc. In open foundation complete as per drawing and technical specification as per clause No. 802,803,1202 & 1203 (RCC grade M25) 1:1.5:3.

Providing and laying cement concrete (for conc. barrier) 1:1.5:3 (One cement : one point five sand : three crushed stone aggregate 20mm. (Twenty millimeter) nominal size and curing complete excluding cost of form work in foundation and plinth including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing Tor steel reinforcement including cost of binding wire for R.C.C. work including cutting, bending, binding and placing in position including cost of binding wire complete for all floor level in all heights, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

P/L spreading and compecting stone agg. Of specific size of wet mix macadam specification rolling with three wheel 80-1--kN static roller Clause 405 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing and applying Tack coat with bitumen emulsion (SS-1) using emulsion presure distributor at the rate 0.70-1.00 kg/sqm using machnically means as per technical specification including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, transported to site upto all leads laid over a previously prepared surface with paver finisher to the require grade and alignment and rolled to achieve the desired compaction as per technical specification including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate 0.30-0.35 kg/sqm on the prepared non bituminous surface cleaned with Hydraulic broom as per technical specification clause 503

Bituninous Concrete:- Providing laying and rolling of open graded premix carpet of 20mm compacted thickness, composed of type B 13.2mm to 5.6mm aggregaet at rate of 0.27cum, mixed with bitumen MS Cold at the rate 2.15 Kg per square meters of road surface to required line grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregae in cold mix plant 30/40 Tonne per hour capacity, transporing mixed material with tipper and laying manualy to the required grade and camber and rolling with a three wheel 8-100 kN static road roller, finished to required level and grades to be followed by a seal coat as per MORD technical specifications clause-508.

P/L seal coat sealing the voids in a bituminious surface laid to the specified levels grade and cross fall using type-A Type-B and Type-C as per technical specification clause-510

Providing and laying of hot applied thermoplastic compound 2.5 mm thick reflectorising glass beads @250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:53. The finished surface to be level, uniform and free from streaks and holes. Centre line, side line, Zebra crossing and as per direction of Engineer-in-charge .

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80 x 100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.

Providing & erecting direction and place identification retro-reflectorised sign as per IRC-67 made of lens type reflective sheeting vide clause 1701.23, fixed over aluminium sheeting, 2mm vide area not exceeding 0.9 sqm. Supported on 2 inch dia GI pipe frimly fixed to the ground by mean of properly designed foundation with M-15 grade concrete 450 x450x600mm below GL as per approved drawings & technical specification clause-1701.

Painting two coat including prime coat with epoxy paint of approved brand on concrete/steel surface after through cleaning of surface to surface to give an even shade as per drawing & technical specification clause-1701 and i/c carriage of materials ,labour ,tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-charge.

Providing and fixing of road stud 100 x 100mm dia cast in aluminium, resistant to corrosive effect of slat and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS : 873 (Part-4) 1973 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge..

Excavation in earth work nad filling in 15 cm layer in foundation and plinth i/c ramming watering and consolidation upto all lead and lift pick work.

Planting flowers plants and shrubs in centeral verge i/c digging tranches filling & farm manure

RANDHIR JAMWAL